Transportation Technical Appendices
Tenley Campus Further Processing
Washington, DC
October 21, 2011
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX A –
EXISTING TURNING MOVEMENT COUNTS
October 21, 2011
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
7:45 AM
5:15 PM
to
to
0
0
0
0
0
0
0
0
0
8:45 AM
6:15 PM
N thb
d
E tb
d
Northbound
Eastbound
NE Ave.
Warren Ave.
NE Ave.
Van Ness St.
42nd St.
No Approach
42nd St.
Yuma St.
Tenley Cr. to 355 (SNebraska Ave. at Circle
Fort Dr.
Tenley Cr. to 355 (North Node)
0
42nd St.
Nebraska Ave.
Yuma
42nd
Pick-up/Drop-off
Nebraska Ave
Yuma
Parking Lot
Yuma
Dwy #2
Yuma
Dwy #3
Albemarle
42nd
Albemarle St.
Nebraska Ave.
Warren St.
40th St.
Warren St.
0
0
0
0
0
0
0
0
American University Tenley Campus
2211-001
DC
S thb
d
W tb
d
Southbound
Westbound
NE Ave.
Warren Ave.
NE Ave.
Van Ness St.
42nd St.
Warren St.
42nd St.
Yuma St.
Wisconsin Ave. (South NoYuma St.
Yuma St.
Nebraska Ave
Wisconsin Ave.
42nd St.
Nebraska Ave.
42nd
Yuma
Nebraska Ave
N/A
N/A
Yuma
N/A
Yuma
N/A
Yuma
42nd\
Albemarle
Nebraska Ave.
Albemarle St.
40th St.
Warren St.
Wisconsin Ave.
Warren St.
0
0
0
0
0
0
0
0
System peak hour
AM
PM
Special Notes:
Work sheet
numbers
b
Project Name:
Project #:
Location
Index Sheet for Turning Movement Count Spreadsheet
0
0
0
0
0
0
0
0
0
C
t Date
D t
Count
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
9/22/2011
9/22/2011
9/22/2011
9/22/2011
9/22/2011
9/22/2011
9/28/2011
9/28/2011
9/28/2011
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
3/16/2010
to
to
to
to
to
to
to
to
to
to
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
6:45 AM
to
to
Movement:
8:30 AM
5:15 PM
to
8:45 AM
5:15 PM
to
1
3
2
2
1
3
2
2
1
0
3
4
0.61
0.91
0.80
Thru
0.67
0.44
Left
0.75
Left
0.80
=
0.87
Approach
0.92
0.58
Right
0.44
Right
29
3
10
3
Thru
12
8
10
8
Left
Warren Ave.
0.60
Left
0.67
Left
0.71
Approach
0.56
Approach
8
6
12
6
Peds
1
2
4
5
1
2
1
5
0
1
1
0
Peds
1
1
0
3
0
2
1
3
0
1
2
0
Peds
0.71
Right
0.75
Right
17
21
16
20
Right
3
4
3
3
6
3
2
6
6
4
0
8
Right
6
3
1
3
3
7
3
7
4
6
6
6
Right
PM Period Intersection Volume:
0.73
Thru
0.38
Thru
Warren Ave.
Thru
Approach
7
7
8
7
3
3
4
2
1
5
4
3
0
2
3
5
Left
Westbound
1
2
1
2
5
4
10
8
7
4
7
6
Thru
NE Ave.
187
54
205
67
Right
1
2
5
1
0
3
3
1
0
0
1
1
Westbound
16
6
8
4
Peds
24
23
28
45
109
44
33
53
57
72
28
22
Southbound
343
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
Right
27
706
440
760
Left
Overall AM PEAK HOUR FACTOR
3448
6:15 PM
PEAK HOUR FACOTRS
8
23
6
Thru
NE Ave.
1
0
2
2
4
0
5
2
9
3
2
2
Left
Southbound
112
119
132
99
90
94
81
77
91
93
113
140
Thru
Direction:
Right
0
3
2
6
12
4
5
7
11
3
9
4
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
PM SYSTEM PEAK HOUR
7:45 AM
1
1
1
0
1
0
0
2
1
2
3
0
Warren Ave.
Right
0
0
0
1
0
1
2
4
0
1
0
2
NE Ave.
Peds
6
7
7
40
28
10
12
17
15
23
13
25
Left
Roadway:
0
1
0
0
0
1
1
2
2
3
6
1
Thru
Westbound
AM SYSTEM PEAK HOUR
4:15 PM
Right
Southbound
PM INTERSECTION PEAK HOUR
7:30 AM
114
119
124
148
174
222
182
182
120
179
167
162
0
2
2
0
0
3
0
3
2
3
2
0
Right
Peds
Warren Ave.
Left
NE Ave.
Thru
Right
Westbound
Southbound
Direction:
9:30 AM
9:15 AM
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
to
6:30 AM
6:45 AM
Movement:
Roadway:
Direction:
1
3
5
1
2
8
1
8
5
1
6
3
22
14
11
7
Left
0.87
Thru
0.86
Thru
0.87
Approach
0.89
Approach
71
34
64
23
Peds
11
23
12
10
19
13
27
16
15
11
15
9
Peds
5
7
7
5
4
6
5
8
15
8
3
8
Peds
.
0.50
Right
0.60
Right
6
12
2
10
Right
0
0
1
1
0
1
1
1
3
0
0
0
Right
0
0
1
0
0
3
5
2
2
8
1
4
Right
Overall PM PEAK HOUR FACTOR
0.69
Left
0.44
Left
NE Ave.
Northbound
703
529
754
533
Thru
NE Ave.
Northbound
189
208
172
175
199
202
159
161
181
168
144
152
Left
NE Ave.
Thru
3676
1
1
0
0
1
3
2
1
8
3
3
2
Left
Northbound
49
63
98
107
116
113
153
151
112
115
113
133
Thru
NE Ave.
Northbound
0
0
1
1
0
0
0
0
0
0
0
0
Left
1
2
0
0
1
0
0
2
0
0
0
1
Left
2
0
3
0
Left
=
0.50
Thru
0.81
Thru
0.91
0.25
Left
0.00
Left
Warren Ave.
Eastbound
2
13
2
17
Thru
Warren Ave.
Eastbound
1
1
0
1
0
1
0
0
1
0
3
2
Thru
Warren Ave.
Eastbound
0
1
0
0
7
2
4
4
3
13
8
1
Thru
Warren Ave.
Eastbound
0.63
Approach
0.69
Approach
2
4
3
4
Peds
5
1
0
0
2
1
1
0
0
1
0
0
Peds
0
0
0
1
0
1
0
3
0
0
0
0
Peds
7
44
27
16
Date of Counts:
Clear
2
2
3
Warren Ave.
Warren Ave.
10
10
8
PM INTERSECTION PEAK VOLUMES
10
17
0
Warren Ave.
Warren Ave.
8
3
7
78
10
26
25
41
28
25
18
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
6
23
Warren Street Northwest at Nebraska Avenue Northwest
760
440
AM PEAK
4
8
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
540
Project Name :
Project # :
Location
Data Source:
Intersection:
770
0
NE Ave.
778
471
NE Ave.
452
Clear
6
2
2
Warren Ave.
Warren Ave.
12
29
7
PM SYSTEM PEAK VOLUMES
12
13
0
Warren Ave.
Warren Ave.
8
3
7
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
8
27
NE Ave.
706
343
7
11
6
16
560
765
NE Ave.
781
720
0
NE Ave.
726
386
NE Ave.
361
20
16
14
22
533
754
536
6
NE Ave.
564
712
NE Ave.
742
21
17
529
703
35
48
40
18
to
to
to
to
to
to
to
to
to
to
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
6:45 AM
to
to
Movement:
9:00 AM
5:45 PM
to
8:45 AM
5:15 PM
to
22
23
27
24
26
23
17
26
26
28
22
23
0.88
0.81
Thru
Thru
0.68
0.75
311
172
302
170
Thru
213
92
206
97
Left
Van Ness St.
0.33
Left
0.88
Left
0.82
=
0.90
Approach
0.38
0.98
0.63
Right
0.89
Left
0.88
Left
0.91
Approach
0.95
Approach
26
4
31
4
Peds
2
4
9
3
12
6
10
4
6
6
6
6
Peds
2
2
2
1
3
0
3
0
1
0
4
0
Peds
0.95
Right
0.79
Right
179
273
182
301
Right
40
41
37
51
41
44
46
42
47
47
41
35
Right
28
25
38
45
56
61
72
54
86
89
102
77
Right
PM Period Intersection Volume:
0.91
Thru
0.91
Thru
Van Ness St.
Right
10
3
8
6
55
53
39
57
54
43
52
58
60
58
47
41
Left
Westbound
43
65
49
65
87
81
69
85
76
79
72
60
Thru
NE Ave.
Approach
105
43
123
53
Right
1
14
0
1
3
1
3
4
2
1
2
2
Westbound
4
7
9
6
Peds
18
4
3
25
34
48
16
16
25
56
22
12
Southbound
299
Right
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
21
665
306
624
Left
Overall AM PEAK HOUR FACTOR
5513
6:15 PM
PEAK HOUR FACOTRS
30
26
39
Thru
NE Ave.
0
0
3
2
4
3
0
0
1
0
0
1
Left
Southbound
114
106
111
74
79
77
76
61
85
76
82
108
Thru
Direction:
Right
7
10
11
8
6
5
7
5
4
3
14
12
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
PM SYSTEM PEAK HOUR
7:45 AM
5
11
14
14
30
47
42
40
43
45
25
34
Van Ness St.
Right
0
1
0
0
0
0
2
0
1
3
1
0
NE Ave.
Peds
5
9
6
7
24
6
12
15
10
16
9
15
Left
Roadway:
1
0
0
0
1
2
2
2
1
1
1
0
Thru
Westbound
AM SYSTEM PEAK HOUR
4:45 PM
Right
Southbound
PM INTERSECTION PEAK HOUR
8:00 AM
104
123
102
156
163
206
148
158
153
165
144
146
1
5
3
4
2
5
7
11
7
14
8
7
Right
Peds
Van Ness St.
Left
NE Ave.
Thru
Right
Westbound
Southbound
Direction:
9:30 AM
9:15 AM
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
to
6:30 AM
6:45 AM
Movement:
Roadway:
Direction:
3
1
3
3
3
3
4
2
3
0
3
2
12
11
13
16
Left
0.89
Thru
0.90
Thru
0.91
Approach
0.91
Approach
128
14
137
15
Peds
21
32
29
22
34
34
42
12
40
44
21
18
Peds
0
0
0
2
2
4
0
5
5
5
3
7
Peds
.
0.32
Right
0.50
Right
9
4
10
3
Right
4
1
1
2
1
7
0
0
2
0
1
2
Right
0
0
0
0
2
1
2
0
1
0
0
6
Right
Overall PM PEAK HOUR FACTOR
0.75
Left
0.55
Left
NE Ave.
Northbound
661
503
685
517
Thru
NE Ave.
Northbound
151
181
175
168
166
186
165
137
173
134
139
143
Left
NE Ave.
Thru
5632
0
0
0
0
5
0
4
2
5
5
8
1
Left
Northbound
55
59
98
107
122
104
133
140
126
118
115
128
Thru
NE Ave.
Northbound
0
3
1
2
5
4
6
3
1
1
5
3
Left
11
4
1
1
4
5
3
4
3
4
6
5
Left
15
14
13
11
Left
=
0.87
Thru
0.96
Thru
0.94
0.75
Left
0.58
Left
Van Ness St.
Eastbound
167
441
165
430
Thru
Van Ness St.
Eastbound
48
32
30
31
40
48
46
38
35
47
29
39
Thru
Van Ness St.
Eastbound
19
18
19
71
88
110
111
115
105
99
90
56
Thru
Van Ness St.
Eastbound
0.80
Approach
0.96
Approach
34
22
50
24
Peds
13
4
4
7
18
18
7
4
5
2
5
6
Peds
0
0
0
2
3
6
3
6
7
8
7
6
Peds
Date of Counts:
188
341
444
225
Clear
10
165
13
Van Ness St.
Van Ness St.
206
302
8
PM INTERSECTION PEAK VOLUMES
3
430
11
Van Ness St.
Van Ness St.
97
170
6
344
191
356
459
737
516
213
Clear
9
167
15
Van Ness St.
Van Ness St.
213
311
10
PM SYSTEM PEAK VOLUMES
4
441
14
Van Ness St.
Van Ness St.
92
172
3
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
273
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
39
26
Van Ness Street Northwest at Nebraska Avenue Northwest
624
306
AM PEAK
4
534
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
669
9
NE Ave.
Project Name :
Project # :
Location
Data Source:
Intersection:
6
9
30
21
724
341
NE Ave.
522
665
299
NE Ave.
7
4
834
706
NE Ave.
880
324
16
13
702
2
NE Ave.
761
520
0
NE Ave.
787
686
NE Ave.
852
517
685
11
12
301
182
503
661
NE Ave.
521
273
179
350
534
721
267
to
to
to
to
to
to
to
to
to
to
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
6:45 AM
to
to
Movement:
8:15 AM
6:45 PM
to
8:45 AM
5:15 PM
to
0
2
0
0
0
0
0
1
0
1
1
1
0.92
0.90
Thru
Thru
0.00
0.00
0
0
0
0
Thru
27
1
23
0
Left
Warren St.
0.88
Left
0.53
Left
0.96
=
0.92
Approach
0.75
0.90
0.57
Right
0.61
Left
0.25
Left
0.75
Approach
0.80
Approach
4
1
3
2
Peds
1
2
1
0
1
2
2
0
0
1
2
0
Peds
2
2
1
1
0
0
1
0
0
1
1
2
Peds
0.25
Right
0.38
Right
2
6
3
2
Right
1
1
0
0
0
0
0
2
0
0
1
1
Right
0
0
0
0
1
0
1
4
1
3
3
0
Right
PM Period Intersection Volume:
0.00
Thru
0.00
Thru
Warren St.
Right
39
15
41
13
2
1
2
5
9
6
5
11
5
4
3
11
Left
Westbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
42nd St.
Approach
1
3
1
0
Right
1
6
5
4
9
7
4
11
17
5
8
10
Westbound
7
36
4
25
Peds
2
0
1
1
2
0
1
0
0
0
1
0
Southbound
224
Right
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
0
155
217
176
Left
Overall AM PEAK HOUR FACTOR
1005
6:15 PM
PEAK HOUR FACOTRS
0
0
0
Thru
42nd St.
1
1
0
1
0
2
2
1
2
0
1
0
Left
Southbound
48
33
38
59
70
61
52
59
52
52
54
53
Thru
Direction:
Right
0
0
0
0
0
0
0
0
0
0
0
0
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
PM SYSTEM PEAK HOUR
7:45 AM
0
0
0
0
0
0
0
0
0
0
0
0
Warren St.
Right
2
0
2
1
5
2
5
4
4
5
5
4
Westbound
Peds
0
0
0
0
0
0
0
1
2
0
1
2
Left
42nd St.
0
1
0
9
5
6
5
8
17
2
2
0
Thru
Southbound
AM SYSTEM PEAK HOUR
5:45 PM
Right
Direction:
PM INTERSECTION PEAK HOUR
7:15 AM
25
23
30
45
50
43
38
42
32
36
33
34
0
0
0
0
0
0
0
0
0
0
0
0
Right
Peds
Warren St.
Left
42nd St.
Thru
Right
Roadway:
9:30 AM
9:15 AM
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
to
6:30 AM
6:45 AM
Roadway:
Movement:
Westbound
Southbound
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Left
0.83
Thru
0.77
Thru
0.84
Approach
0.79
Approach
9
12
10
9
Peds
4
1
1
2
3
2
2
1
4
4
1
2
Peds
2
6
0
3
2
1
3
6
2
1
4
0
Peds
0.00
Right
0.00
Right
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Right
Overall PM PEAK HOUR FACTOR
0.00
Left
0.00
Left
42nd St.
Northbound
176
172
201
201
Thru
42nd St.
Northbound
39
54
50
48
45
34
41
48
53
45
55
48
Left
42nd St.
Thru
1359
0
0
0
0
0
0
0
0
0
0
0
0
Left
Northbound
20
26
30
42
59
56
44
33
39
43
43
26
Thru
42nd St.
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Left
=
0.00
Thru
0.00
Thru
0.90
0.00
Left
0.00
Left
No Approach
Eastbound
0
0
0
0
Thru
No Approach
Eastbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
No Approach
Eastbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
No Approach
Eastbound
#DIV/0!
Approach
#DIV/0!
Approach
0
0
0
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Peds
0
0
0
0
Clear
0
0
0
No Approach
Warren St.
23
0
41
PM INTERSECTION PEAK VOLUMES
0
0
0
No Approach
Warren St.
0
0
13
0
0
7
0
27
64
0
13
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
0
0
Direction:
Date of Counts:
AM Weather Conditions:
176
217
Warren Street Northwest at 42nd Street Northwest
25
4
AM PEAK
4
214
42nd St.
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
201
1
42nd St.
176
221
42nd St.
240
Clear
1
0
0
0
No Approach
Warren St.
27
0
39
PM SYSTEM PEAK VOLUMES
0
0
0
No Approach
Warren St.
0
15
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
0
0
0
0
155
224
203
242
42nd St.
204
36
7
2
3
191
1
231
42nd St.
251
Project Name :
Project # :
Location
Data Source:
Intersection:
0
201
201
0
42nd St.
156
187
7
42nd St.
178
215
42nd St.
178
6
2
172
176
9
66
42
16
to
to
to
to
to
to
to
to
to
to
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
6:45 AM
to
to
Movement:
8:45 AM
6:30 PM
to
8:45 AM
5:15 PM
to
0
0
2
1
0
0
4
3
3
3
1
0
0.90
0.80
Thru
Thru
0.25
0.50
126
53
127
53
Thru
44
10
50
10
Left
Yuma St.
0.85
Left
0.66
Left
0.88
=
0.93
Approach
0.69
0.91
0.81
Right
0.79
Left
0.63
Left
0.90
Approach
0.71
Approach
23
17
16
17
Peds
7
7
11
13
3
11
3
6
3
4
9
3
Peds
0
0
3
1
8
4
5
1
7
2
4
3
Peds
0.56
Right
0.77
Right
18
34
12
34
Right
4
1
1
6
6
8
3
4
3
2
1
6
Right
1
3
7
4
6
11
7
7
9
5
7
2
Right
PM Period Intersection Volume:
0.93
Thru
0.70
Thru
Yuma St.
Right
29
11
26
11
0
1
5
8
15
11
14
13
6
17
17
2
Left
Westbound
11
11
8
18
16
27
33
34
32
28
24
12
Thru
42nd St.
Approach
25
6
22
6
Right
7
1
2
4
7
9
8
3
9
6
7
3
Westbound
17
42
18
42
Peds
7
7
1
5
6
6
6
7
6
3
5
7
Southbound
201
Right
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
4
172
197
172
Left
Overall AM PEAK HOUR FACTOR
1522
6:15 PM
PEAK HOUR FACOTRS
3
6
3
Thru
42nd St.
3
4
6
4
2
4
5
5
3
5
4
2
Left
Southbound
49
32
42
46
58
56
49
52
44
52
46
50
Thru
Direction:
Right
1
4
2
0
3
0
1
1
2
2
1
0
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
PM SYSTEM PEAK HOUR
7:45 AM
6
7
8
14
5
14
11
9
19
24
18
16
Yuma St.
Right
0
0
1
0
4
3
2
2
4
2
0
2
Westbound
Peds
3
0
4
2
3
0
2
2
2
5
1
0
Left
42nd St.
0
0
2
1
9
8
9
9
16
8
4
4
Thru
Southbound
AM SYSTEM PEAK HOUR
5:30 PM
Right
Direction:
PM INTERSECTION PEAK HOUR
7:45 AM
11
19
21
30
45
54
44
39
35
38
33
37
0
1
0
1
2
0
0
0
3
2
2
2
Right
Peds
Yuma St.
Left
42nd St.
Thru
Right
Westbound
Southbound
Roadway:
9:30 AM
9:15 AM
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
to
6:30 AM
6:45 AM
Movement:
Roadway:
Direction:
2
3
3
3
7
3
5
3
3
5
6
4
14
9
16
9
Left
0.76
Thru
0.85
Thru
0.81
Approach
0.91
Approach
10
13
9
13
Peds
0
2
2
2
2
3
4
0
3
2
1
4
Peds
1
0
2
1
1
2
4
1
6
0
3
4
Peds
0.25
Right
0.32
Right
2
9
0
9
Right
0
1
0
2
1
2
0
0
0
0
1
2
Right
0
1
1
1
4
1
1
0
7
6
3
1
Right
Overall PM PEAK HOUR FACTOR
0.70
Left
0.56
Left
42nd St.
Northbound
188
200
201
200
Thru
42nd St.
Northbound
37
58
53
40
44
38
44
44
62
51
48
57
Left
42nd St.
Thru
1904
1
2
1
1
0
1
1
4
3
1
3
1
Left
Northbound
17
28
21
24
43
55
59
47
39
42
41
43
Thru
42nd St.
Northbound
1
0
1
0
0
0
4
5
5
6
0
1
Left
0
1
1
2
1
0
0
2
2
2
1
2
Left
4
14
6
14
Left
=
0.71
Thru
0.73
Thru
0.97
0.50
Left
0.70
Left
Yuma St.
Eastbound
54
131
47
131
Thru
Yuma St.
Eastbound
7
15
12
13
16
15
19
8
12
8
9
10
Thru
Yuma St.
Eastbound
2
3
11
8
20
30
21
35
45
32
26
16
Thru
Yuma St.
Eastbound
0.79
Approach
0.68
Approach
10
46
11
46
Peds
0
1
1
3
1
1
0
5
4
2
3
1
Peds
1
2
2
7
6
4
13
8
21
11
5
2
Peds
53
149
154
65
Date of Counts:
Clear
0
47
6
Yuma St.
Yuma St.
50
127
26
PM INTERSECTION PEAK VOLUMES
9
131
14
Yuma St.
Yuma St.
10
53
11
144
60
77
154
207
203
65
Clear
10
2
54
4
Yuma St.
Yuma St.
44
126
29
PM SYSTEM PEAK VOLUMES
9
131
14
Yuma St.
Yuma St.
53
11
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
74
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
3
6
Yuma Street at 42nd Street
172
197
AM PEAK
217
7
42nd St.
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
5
225
42nd St.
Project Name :
Project # :
Location
Data Source:
Intersection:
42
18
3
4
191
221
42nd St.
247
172
201
9
16
42
17
243
233
42nd St.
229
217
7
42nd St.
191
222
42nd St.
247
34
12
9
14
200
201
225
5
42nd St.
243
221
42nd St.
220
34
18
200
188
74
89
199
207
to
to
to
to
to
to
to
to
to
to
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
to
to
to
to
to
to
to
to
to
to
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
6:45 AM
to
to
Movement:
9:00 AM
6:15 PM
to
8:45 AM
to
Right
53
106
53
122
Right
Thru
0.93
Thru
0.94
0.85
Right
0.87
Left
0.00
Left
0.00
=
0.94
Approach
0.92
Approach
0.88
0.78
Right
0.65
18
21
24
28
34
32
33
48
48
44
38
40
1
3
1
3
2
7
4
4
7
8
5
8
Peds
138
175
156
145
152
166
153
124
153
128
114
126
Thru
41
56
44
44
43
56
43
45
48
51
47
45
Left
8
14
9
11
13
13
20
17
18
26
12
16
Peds
0
0
0
0
Thru
120
81
120
87
Left
Left
0.65
Left
0.70
0.69
Approach
0.77
Approach
139
70
PM Period Intersection Volume:
0.00
Thru
0.00
Thru
78
139
192
161
192
173
Left
Northbound
596
484
596
487
Thru
68
22
68
23
Peds
0.74
Right
0.67
Right
9518
0.90
Left
0.86
Left
0.84
0.89
Approach
0.91
Approach
90
104
140
144
136
141
130
202
162
160
139
149
1
5
6
0
5
0
0
4
0
3
0
5
Nebraska Ave. at Circle
R onto
NE
Thru
Peds
0.84
Right
0.80
Right
649
512
649
542
Right
198
147
149
139
176
119
150
194
186
106
152
113
264
635
264
654
Left
=
0.00
Thru
0.00
Thru
Left
0.97
0.73
Left
0.79
11
9
12
10
7
0
8
10
4
0
10
19
0.91
Approach
0.79
Approach
22
4
22
7
Peds
Nebraska Ave. at Circle
Eastbound
0
0
0
0
Thru
Nebraska Ave. at Circle
Eastbound
106
98
152
114
89
91
61
46
66
57
130
115
Nebraska Ave. at Circle
R into
R onto
Circle
NE
Thru
Peds
47
66
123
76
87
90
109
160
153
120
120
123
R into
Circle
Overall PM PEAK HOUR FACTOR
Thru
0.87
Thru
Tenley Cr. to 355 (South Node)
74
72
74
77
Right
Tenley Cr. to 355 (South Node)
10
9
15
10
17
21
13
25
15
18
15
18
Right
Yuma St.
Peds
33
37
76
91
100
97
139
126
122
100
102
103
Left
Tenley Cr. to 355 (South Node)
10
15
7
2
20
14
12
19
27
19
11
5
Thru
Tenley Cr. to 355 (South Node)
Right
Northbound
Yuma St.
16
6
16
10
Peds
25
20
20
24
24
19
20
36
64
35
25
15
Peds
2
0
6
15
14
15
19
14
22
23
50
24
Peds
Westbound
8
6
7
14
6
10
23
41
46
35
26
17
Westbound
0
0
0
0
Left
16
16
5
8
14
15
8
13
17
12
6
3
Yuma St.
R onto
Yuma
Thru
7
17
15
14
10
13
29
20
19
19
12
15
Yuma St.
R onto
Yuma
Thru
Southbound
1175
729
1175
724
Thru
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
7
5
7
13
9
6
6
2
2
4
4
2
R into
Circle
6
3
8
7
17
12
18
41
35
28
17
18
R into
Circle
Wisconsin Ave. (South Node)
184
146
184
160
Right
Overall AM PEAK HOUR FACTOR
7273
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
262
225
224
224
257
268
312
303
292
320
231
271
Wisconsin Ave. (South Node)
37
38
43
54
52
53
50
51
30
32
43
41
Roadway:
AM SYSTEM PEAK HOUR
5:15 PM
0
0
1
2
0
2
1
0
3
6
3
3
Southbound
PM INTERSECTION PEAK HOUR
8:00 AM
80
88
88
118
162
188
197
172
172
183
149
191
Wisconsin Ave. (South Node)
No Left
Turns
Right
Thru
Peds
21
37
31
47
36
33
42
43
28
47
25
29
Wisconsin Ave. (South Node)
No Left
Turns
Thru
Peds
Right
Direction:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
Roadway:
Direction:
9:30 AM
9:15 AM
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:00 PM
4:15 PM
PM PEAK
to
to
6:30 AM
Roadway:
Movement:
913
376
1196
333
Clear
87
649
0
264
Nebraska Ave. at Circle
Yuma St.
120
0
53
PM INTERSECTION PEAK VOLUMES
542
0
654
Nebraska Ave. at Circle
Yuma St.
0
122
376
913
74
1147
77
173
307
Clear
81
649
0
264
Nebraska Ave. at Circle
Yuma St.
120
0
53
PM SYSTEM PEAK VOLUMES
512
0
635
Nebraska Ave. at Circle
Yuma St.
0
106
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
209
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
160
184
Direction:
Date of Counts:
AM Weather Conditions:
1175
West Half of Tenley Circle and Wisconsin Avenue Northwest
0
AM PEAK
724
884
Wisconsin Ave. (South Node)
1353
1359
Wisco
onsin Ave. (South Node)
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
1263
Tenley Cr. to 355 (South N
Node)
1944
146
184
173
192
1175
737
913
Tenley Cr. to 355 (South Node)
862
0
77
74
729
875
Wisconsin Ave. (South Node)
1322
1359
Wisco
onsin Ave. (South Node)
1944
Project Name :
Project # :
Location
Data Source:
Intersection:
192
487
596
161
0
1225
Tenley Cr. to 355 (South N
Node)
717
913
Tenley Cr. to 355 (South Node)
862
72
74
484
596
74
173
72
187
to
to
to
to
to
to
to
to
to
to
to
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
to
to
to
to
to
to
to
to
to
to
to
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
Movement:
8:45 AM
to
6:30 PM
to
8:45 AM
to
6:15 PM
148
180
179
148
176
166
161
143
151
123
130
117
Thru
Right
0.00
0.00
0.67
Thru
0.72
Left
0.81
Left
0.75
=
0.86
Approach
0.78
Approach
0.96
0.92
Right
0.91
Right
5
3
4
3
621
436
578
436
Left
0.94
Left
0.89
0.95
Approach
0.94
Approach
37
28
35
28
Peds
8
6
9
14
10
14
11
8
4
12
8
4
Peds
1
5
2
3
4
5
4
9
10
8
6
7
Peds
PM Period Intersection Volume:
0.63
Thru
0.25
Thru
Westbound
471
603
511
603
Left
Nebraska Ave
29
9
31
9
Thru
Yuma St.
114
60
119
60
Left
Southbound
0
0
0
0
Right
72
83
62
83
Thru
Overall AM PEAK HOUR FACTOR
AM Period Intersection Volume:
6545
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:30 PM
1
0
1
4
0
2
0
2
1
1
2
0
Nebraska Ave
PM INTERSECTION PEAK HOUR
7:45 AM
59
46
75
90
102
95
122
104
115
88
90
91
Nebraska Ave
R to Fort R onto NE
Dr
From Cr.
0
0
0
0
0
0
3
0
0
0
0
0
Yuma St.
Right
111
110
113
123
130
107
128
114
122
147
119
112
R to
Circle
146
169
157
180
180
165
151
149
138
134
165
161
R to
Circle
Roadway:
Peds
2
1
3
6
3
10
12
6
1
12
3
1
Peds
0
2
1
2
3
1
3
5
0
2
0
0
Peds
Westbound
12
10
16
13
19
26
35
26
27
31
18
12
Yuma St.
R onto
Yuma
Thru
1
4
7
5
8
8
20
17
15
13
17
12
Nebraska Ave
R to Fort R onto NE
Dr
From Cr.
Southbound
Right
4
15
12
10
12
15
17
13
27
5
11
13
R from
Yuma
3
1
4
1
8
13
14
29
27
25
34
25
R onto
Yuma
Yuma St.
R from
Yuma
Thru
Direction:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
Roadway:
Direction:
9:15 AM
9:30 AM
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
Movement:
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
4:00 PM
PM PEAK
to
6:30 AM
Direction:
Roadway:
0.82
Right
0.87
Right
95
194
89
194
Right
22
23
13
20
17
22
24
29
20
16
25
20
R into
Circle
10
9
13
26
39
47
37
54
56
68
47
39
R into
Circle
0.00
Thru
0.00
0.84
Approach
0.89
Approach
0
0
0
0
Peds
Peds
Peds
116
128
121
138
149
181
166
160
146
159
164
165
Thru
61
54
70
73
65
49
48
73
58
64
65
58
Left
4
6
4
24
31
11
9
11
8
17
18
6
Peds
38
24
21
41
32
37
59
37
39
38
45
37
Left
Eastbound
86
117
110
115
111
108
116
107
117
120
122
97
Thru
8
12
20
21
5
11
20
29
42
28
16
12
Peds
172
228
173
228
Left
Eastbound
448
653
460
653
Thru
102
39
119
39
Peds
0.83
Right
0.46
Right
=
0.96
Thru
0.90
Thru
0.92
0.73
Left
0.78
Left
0.90
Approach
0.94
Approach
Tenley Cr. to 355 (North Node)
33
13
31
13
Right
Tenley Cr. to 355 (North Node)
6
4
6
5
5
8
7
8
10
6
6
5
Right
Tenley Cr. to 355 (North Node)
0
3
1
0
1
7
1
4
1
2
5
4
Right
Tenley Cr. to 355 (North Node)
Overall PM PEAK HOUR FACTOR
0.84
Left
0.94
Left
Fort Dr.
Thru
6068
114
94
121
94
Left
Northbound
0
0
0
0
Thru
Fort Dr.
Northbound
13
25
16
25
20
23
34
33
24
30
26
27
Fort Dr.
R onto
Fort
Thru
18
21
25
23
20
21
24
24
25
18
14
21
Fort Dr.
R onto
Fort
Thru
Date of Counts:
664
187
894
180
Clear
31
460
173
Tenley Cr. to 355 (North Node)
Nebraska Ave
578
4
511
PM INTERSECTION PEAK VOLUMES
13
653
228
Tenley Cr. to 355 (North Node)
Nebraska Ave
436
3
603
191
653
668
894
907
1093
180
Clear
33
448
172
Tenley Cr. to 355 (North Node)
Nebraska Ave
621
5
471
PM SYSTEM PEAK VOLUMES
13
653
228
Tenley Cr. to 355 (North Node)
Nebraska Ave
436
3
603
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
1042
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
83
62
East Half of Tenley Circle
0
0
AM PEAK
831
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
143
Yuma St.
Project Name :
Project # :
Location
Data Source:
Intersection:
60
119
83
72
Fort Dr.
0
0
288
60
114
449
181
Yuma St.
609
684
Fort Dr.
210
186
94
121
143
Yuma St.
449
831
Fort Dr.
288
643
Fort Dr.
209
0
0
94
114
194
89
0
0
Yuma St.
654
194
95
657
1097
907
1042
to
to
to
to
to
to
to
to
to
to
to
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
Movement:
to
8:45 AM
to
6:30 PM
to
8:45 AM
to
0
0
0
0
0.97
Thru
0.91
0.91
Right
0.77
Thru
0.00
Left
0.00
Left
Wisconsin Ave.
Southbound
820
1560
834
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
169
240
190
1560
Left
Overall AM PEAK HOUR FACTOR
4365
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:30 PM
240
Thru
Southbound
Left
Wisconsin Ave.
176
183
162
228
160
194
189
225
212
208
191
171
Thru
Direction:
Right
33
27
36
48
58
34
55
38
42
55
31
44
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
Southbound
Wisconsin Ave.
Left
Direction:
PM INTERSECTION PEAK HOUR
7:45 AM
168
163
232
284
357
387
385
384
404
380
401
306
22
27
31
32
47
66
57
56
61
54
27
34
Right
Thru
Right
Wisconsin Ave.
Southbound
Roadway:
9:30 AM
9:15 AM
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:30 AM
Movement:
Roadway:
Direction:
=
0.94
Approach
0.97
Approach
52
77
42
77
Peds
18
20
20
39
54
16
1
10
25
6
14
10
Peds
5
6
9
11
14
22
28
14
13
29
42
33
Peds
0.97
0.00
Right
0.00
Right
0
0
0
0
Right
Right
Right
Left
Left
0
0
0
0
Left
Left
0.00
Left
0.00
#DIV/0!
Approach
#DIV/0!
Approach
0
0
0
0
Peds
Peds
Peds
0.00
Right
0.00
Right
0
0
0
0
Right
Right
Right
PM Period Intersection Volume:
0.00
Thru
0.00
Thru
Westbound
0
0
0
0
Thru
Westbound
Thru
Westbound
Thru
Westbound
Left
0
0
0
0
Left
0.00
Thru
0.00
Thru
#DIV/0!
Approach
#DIV/0!
Approach
0
0
0
0
Peds
Peds
Peds
0.00
Right
0.00
Right
0
0
0
0
Right
Right
Right
Overall PM PEAK HOUR FACTOR
0.00
Left
0.00
Left
Northbound
0
0
0
0
Thru
Northbound
Thru
2800
Left
Northbound
Thru
Northbound
Wisconsin Avenue Southbound at Tenley Circle (North Node)
Left
Left
0
0
0
0
Left
=
0.00
Thru
0.00
Thru
0.94
0.00
Left
0.00
Left
Eastbound
0
0
0
0
Thru
Eastbound
Thru
Eastbound
Thru
Eastbound
#DIV/0!
Approach
#DIV/0!
Approach
0
0
0
0
Peds
Peds
Peds
240
0
190
0
Date of Counts:
Clear
0
0
0
0
0
0
0
0
PM INTERSECTION PEAK VOLUMES
0
0
0
0
0
0
0
0
169
0
0
0
0
0
240
Clear
0
0
0
0
0
0
0
0
0
PM SYSTEM PEAK VOLUMES
0
0
0
0
0
0
0
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
0
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
240
190
AM PEAK
1800
0
Wisconsin Ave.
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
0
Project Name :
Project # :
Location
Data Source:
Intersection:
1560
834
240
169
0
0
1560
820
1560
1024
Wisconsin Ave.
834
0
0
0
0
0
0
1800
0
Wisconsin Ave.
1560
989
Wisconsin Ave.
820
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
8:15 AM
to
5:45 PM
to
8:45 AM
to
0.00
0.50
Thru
0.80
Right
0.00
Left
0.25
0.80
=
0.77
Approach
0.95
0.31
Right
0.37
Right
16
61
18
28
Right
6
21
24
39
25
58
20
2
0
2
3
0
0
0
0
0
0
1
0
0
0
9
0
0
Left
568
559
631
696
Thru
1
7
1
80
Left
Nebraska Ave.
Westbound
167
131
134
155
158
143
175
122
128
144
133
135
Thru
Nebraska Ave.
Westbound
74
90
107
151
159
193
184
151
168
105
135
124
0.25
Left
0.58
Left
0.83
Approach
0.93
Approach
85
35
94
42
Peds
13
18
13
10
27
34
23
18
10
16
18
17
Peds
0
7
16
12
12
14
6
19
3
9
4
3
Peds
0.75
Right
0.00
Right
3
0
4
44
Right
0
0
0
1
1
1
1
1
0
0
0
0
Right
10
17
14
17
42
26
18
0
0
0
0
0
Right
PM Period Intersection Volume:
0.81
Thru
0.83
Thru
Nebraska Ave.
Left
Approach
0
3
0
2
Peds
0
4
2
0
3
13
2
1
0
3
0
0
Right
2
6
5
7
6
7
6
15
0
41
5
5
Left
42nd St.
0
1
1
1
Left
0
0
1
0
0
0
0
0
0
0
0
0
Peds
1
0
0
0
0
0
0
2
0
0
1
0
Thru
Westbound
Thru
0.77
Right
Southbound
0
2
2
0
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
96
118
103
71
Thru
Overall AM PEAK HOUR FACTOR
4308
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
4:45 PM
PM INTERSECTION PEAK HOUR
7:15 AM
Right
42nd St.
Movement:
Southbound
0
0
0
0
1
0
0
0
0
0
4
0
Left
Direction:
0
0
0
0
2
0
0
0
0
4
0
1
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
19
16
20
29
21
22
31
23
20
38
44
29
42nd St.
2
0
0
0
0
0
0
1
0
0
0
0
Southbound
Right
0
0
0
0
0
0
0
0
0
1
1
1
2
0
0
0
0
0
8
37
26
24
31
32
Direction:
Movement:
Peds
Nebraska Ave.
Left
42nd St.
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
1
1
0
2
3
1
1
1
0
0
0
4
3
0
7
0
Left
0.25
Thru
0.00
Thru
0.58
Approach
#DIV/0!
Approach
0
0
1
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Peds
1
0
0
0
1
0
0
0
0
0
0
0
Peds
0.50
Right
0.60
Right
2
36
3
14
Right
0
0
2
1
0
1
1
0
0
1
1
5
Right
3
2
1
4
0
1
0
6
7
8
15
5
Right
Overall PM PEAK HOUR FACTOR
0.75
Left
0.00
Left
42nd St.
Northbound
1
0
2
0
Thru
42nd St.
Northbound
0
0
0
1
0
0
1
0
0
0
0
0
Left
42nd St.
Thru
4890
2
0
0
0
0
0
0
0
0
0
0
0
Left
Northbound
1
0
0
0
3
0
0
0
0
0
0
0
Thru
42nd St.
Northbound
9
0
1
2
0
2
12
39
26
40
29
44
Left
29
30
36
36
29
27
54
31
25
51
27
36
Left
137
134
146
79
Left
=
0.78
Thru
0.89
Thru
0.78
0.63
Left
0.84
Left
Nebraska Ave.
Eastbound
763
734
821
651
Thru
Nebraska Ave.
Eastbound
204
187
180
206
181
190
244
160
169
282
178
178
Thru
Nebraska Ave.
Eastbound
95
121
134
105
135
150
152
143
206
183
202
164
Thru
Nebraska Ave.
Eastbound
0.75
Approach
0.92
Approach
67
71
88
57
Peds
18
14
7
25
23
17
23
13
14
6
14
9
Peds
2
6
4
33
34
7
14
17
19
20
15
20
Peds
Date of Counts:
970
741
744
767
Clear
3
821
146
Nebraska Ave.
Nebraska Ave.
1
631
18
PM INTERSECTION PEAK VOLUMES
14
651
79
Nebraska Ave.
Nebraska Ave.
80
696
28
667
902
826
904
696
650
677
Clear
2
763
137
Nebraska Ave.
Nebraska Ave.
1
568
16
PM SYSTEM PEAK VOLUMES
36
734
134
Nebraska Ave.
Nebraska Ave.
7
559
61
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
804
N
Tuesday, March 16, 2010
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
71
103
42nd Street Northwest at Nebraska Avenue Northwest
0
2
AM PEAK
7
107
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
72
2
42nd St.
Project Name :
Project # :
Location
Data Source:
Intersection:
1
1
118
96
94
106
42nd St.
6
2
0
42nd St.
1
0
44
166
42nd St.
13
96
0
7
121
1
42nd St.
45
195
5
42nd St.
0
154
42nd St.
7
0
2
0
3
44
4
0
1
42nd St.
3
0
3
766
585
735
627
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
8:15 AM
to
6:15 PM
to
8:45 AM
to
Right
0.88
Thru
0.86
0.60
Right
0.36
0.93
Left
0.69
Left
0.84
=
0.83
Approach
0.83
0.69
Right
0.57
Right
0
3
4
2
1
2
2
1
3
3
3
0
Left
67
62
67
60
Thru
8
8
8
13
Left
Yuma
Westbound
7
6
13
9
8
11
22
14
20
11
9
4
Thru
Yuma
0.67
Left
0.40
Left
0.77
Approach
0.67
Approach
10
25
10
28
Peds
0
4
8
3
2
2
3
2
3
7
8
1
Peds
1
5
1
2
1
5
6
9
8
4
4
0
Peds
0.88
Right
0.83
Right
14
20
14
30
Right
2
5
2
0
4
4
4
2
4
2
2
2
Right
3
7
1
6
6
10
9
5
6
5
4
2
Right
PM Period Intersection Volume:
0.76
Thru
0.67
Thru
Yuma
Thru
Approach
33
16
33
13
Right
1
2
0
5
3
4
4
0
5
1
2
2
Westbound
3
5
10
8
7
14
11
12
23
19
8
14
42nd
12
58
12
68
Peds
2
10
4
6
4
8
7
6
12
5
1
1
Right
0
0
3
4
2
2
0
7
4
2
3
0
Left
Westbound
26
22
26
32
Left
37
0
1
0
3
7
1
3
1
7
4
3
Peds
0
2
0
2
5
10
16
18
24
9
7
3
Thru
Southbound
217
127
217
166
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
10
12
10
12
Thru
Overall AM PEAK HOUR FACTOR
1488
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:15 PM
PM INTERSECTION PEAK HOUR
7:15 AM
Right
42nd
Movement:
Southbound
5
2
5
5
5
7
6
6
7
5
10
4
Left
Direction:
44
32
48
52
36
53
38
63
63
51
56
40
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
2
1
2
4
2
0
2
7
1
3
0
0
42nd
0
0
0
5
9
9
8
7
8
1
6
3
Southbound
Right
10
12
17
20
44
50
49
36
31
28
32
28
0
0
2
1
1
1
5
5
1
3
3
3
Direction:
Movement:
Peds
Yuma
Left
42nd
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
4
3
2
1
3
5
4
4
2
0
7
5
Left
42nd
15
6
15
7
Left
0.74
Thru
0.90
Thru
0.76
Approach
0.91
Approach
10
8
10
9
Peds
1
20
2
1
1
3
1
5
1
1
1
0
Peds
1
2
0
0
2
1
1
0
7
1
0
0
Peds
0.63
Right
0.82
Right
5
23
5
21
Right
1
0
1
2
1
1
1
2
1
5
2
0
Right
2
0
0
1
6
7
3
6
5
5
7
1
Right
Overall PM PEAK HOUR FACTOR
0.75
Left
0.75
Left
42nd
Northbound
207
137
207
189
Thru
42nd
Northbound
34
41
33
33
45
46
70
55
36
48
42
52
Thru
1663
1
0
0
2
1
1
2
2
2
0
2
1
Left
42nd
Northbound
14
27
23
32
47
59
57
38
35
33
31
35
Thru
Northbound
0
0
0
4
2
2
2
2
12
3
1
1
Left
2
0
0
2
1
5
1
1
2
0
0
3
Left
9
18
9
18
Left
=
0.70
Thru
0.75
Thru
0.93
0.45
Left
0.38
Left
Yuma
Eastbound
45
141
45
146
Thru
Yuma
Eastbound
7
7
13
12
12
16
8
15
6
9
13
12
Thru
Yuma
Eastbound
3
4
8
11
32
27
33
39
47
35
20
20
Thru
Yuma
Eastbound
0.67
Approach
0.71
Approach
3
18
3
13
Peds
0
3
0
2
1
2
0
1
0
0
2
1
Peds
1
0
1
5
0
1
1
5
6
4
3
2
Peds
59
92
185
79
Date of Counts:
Clear
5
45
9
Yuma
Yuma
8
67
33
PM INTERSECTION PEAK VOLUMES
21
146
18
Yuma
Yuma
13
60
13
92
59
85
182
208
108
80
Clear
8
5
45
9
Yuma
Yuma
8
67
33
PM SYSTEM PEAK VOLUMES
23
141
18
Yuma
Yuma
62
16
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
86
N
Thursday, September 22, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
12
10
42nd & Yuma
166
217
AM PEAK
210
0
42nd
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
220
42nd
Project Name :
Project # :
Location
Data Source:
Intersection:
32
26
12
10
200
253
42nd
230
127
217
7
15
22
26
226
249
42nd
236
161
1
42nd
158
253
42nd
230
30
14
6
15
189
207
171
1
42nd
163
249
42nd
236
20
14
137
207
86
85
108
183
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
Movement:
to
7:45 AM
to
6:45 PM
to
8:45 AM
to
0.00
0.00
Thru
0.25
Right
0.00
Left
0.00
0.25
=
0.25
Approach
0.50
0.00
Right
0.00
Right
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
1
0
0
Left
0
0
0
0
Thru
2
0
3
0
Left
N/A
Westbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
N/A
Westbound
0
0
0
0
0
0
0
0
0
0
0
0
0.25
Left
0.00
Left
0.25
Approach
#DIV/0!
Approach
4
13
3
1
Peds
6
1
1
2
2
1
0
2
1
0
0
3
Peds
0
1
0
1
0
0
0
1
8
2
2
1
Bikes
0.25
Right
0.00
Right
1
0
1
0
Right
0
0
0
0
0
0
0
1
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Right
PM Period Intersection Volume:
0.00
Thru
0.00
Thru
N/A
Left
Approach
0
0
0
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Left
Nebraska Ave
0
0
0
0
Left
0
0
0
0
0
0
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Westbound
Thru
0.25
Right
Southbound
0
0
0
0
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
1
1
1
2
Thru
Overall AM PEAK HOUR FACTOR
22
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:45 PM
PM INTERSECTION PEAK HOUR
6:45 AM
Right
Southbound
Nebraska Ave
0
0
0
0
0
0
0
0
0
0
0
0
Left
Direction:
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
0
1
1
0
0
0
0
1
0
0
0
1
Southbound
0
0
0
0
0
0
0
0
0
0
0
0
Nebraska Ave
Right
0
0
0
0
0
0
0
0
0
0
0
0
1
1
1
0
0
1
1
0
0
1
0
0
Direction:
Movement:
Peds
N/A
Left
Nebraska Ave
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
25
0
0
0
1
0
1
2
0
0
1
0
0
Left
0
0
0
0
1
0
0
0
1
0
1
0
Left
1
1
2
4
Left
0.25
Thru
0.00
Thru
0.38
Approach
0.25
Approach
118
68
96
53
Peds
13
19
10
23
31
29
49
21
19
22
34
15
Peds
5
7
9
14
12
9
18
15
23
22
8
9
Peds
0.50
Right
0.38
Right
2
3
5
5
Right
0
1
0
0
1
0
0
1
1
0
3
0
Right
1
0
0
1
0
0
4
1
0
0
2
0
Right
Overall PM PEAK HOUR FACTOR
0.25
Left
0.25
Left
Nebraska Ave
Northbound
1
0
1
0
Thru
Nebraska Ave
Northbound
0
0
0
0
0
0
0
1
0
0
0
0
Thru
Nebraska Ave
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Nebraska Ave
Northbound
Nebraska Ave & Pick-up/drop-off
0
0
1
0
0
0
0
0
0
0
1
0
Left
1
1
1
0
0
0
2
0
0
0
1
0
Left
2
1
1
0
Left
=
0.00
Thru
0.00
Thru
0.42
0.25
Left
0.25
Left
Pick-up/Drop-off
Eastbound
0
0
0
0
Thru
Pick-up/Drop-off
Eastbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Pick-up/Drop-off
Eastbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Pick-up/Drop-off
Eastbound
0.50
Approach
0.33
Approach
0
0
0
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Peds
6
3
5
6
Date of Counts:
Clear
5
0
1
Pick-up/Drop-off
N/A
3
0
0
PM INTERSECTION PEAK VOLUMES
5
0
0
Pick-up/Drop-off
N/A
0
0
0
2
4
1
4
0
3
2
0
N
Thursday, September 22, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
2
1
AM PEAK
2
Nebraska Ave
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
Nebraska A
Ave
Project Name :
Project # :
Location
Data Source:
Intersection:
0
0
Clear
0
2
0
2
Pick-up/Drop-off
N/A
2
0
0
PM SYSTEM PEAK VOLUMES
3
0
1
Pick-up/Drop-off
N/A
0
0
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
1
1
0
0
0
0
5
1
Nebraska Ave
8
0
0
4
2
Nebraska Ave
4
1
Nebraska Ave
4
4
2
1
Nebraska Ave
3
1
Ave
Nebraska A
1
3
Nebraska Ave
3
0
1
1
1
0
1
0
1
0
1
1
2
0
0
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
8:30 AM
to
6:15 PM
to
8:45 AM
to
Right
0.00
Thru
0.00
0.25
Right
0.50
0.50
Left
0.25
Left
0.50
=
0.50
Approach
0.75
0.00
Right
0.00
Right
0
0
0
0
1
0
1
1
0
0
1
1
Left
102
85
102
85
Thru
2
3
2
4
Left
Yuma
Westbound
14
18
22
18
18
18
30
23
31
21
11
9
Thru
Yuma
0.50
Left
0.75
Left
0.84
Approach
0.65
Approach
13
26
13
35
Peds
1
4
7
10
0
2
2
1
8
6
8
2
Peds
1
3
1
5
2
2
13
5
13
4
4
1
Peds
0.55
Right
0.50
Right
11
4
11
3
Right
2
2
1
2
2
3
2
5
1
5
0
1
Right
2
1
1
0
0
1
0
2
0
1
1
1
Right
PM Period Intersection Volume:
0.82
Thru
0.63
Thru
Yuma
Thru
Approach
0
0
0
0
Right
0
0
1
1
0
0
2
1
0
1
1
3
Westbound
5
7
13
16
13
17
13
17
34
21
13
6
N/A
1
1
1
2
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Left
Westbound
2
1
2
0
Left
0
0
0
1
0
1
0
0
0
3
0
0
Peds
0
0
0
0
0
0
1
0
0
1
0
1
Thru
Southbound
0
0
0
0
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
2
1
2
1
Thru
Overall AM PEAK HOUR FACTOR
616
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:15 PM
PM INTERSECTION PEAK HOUR
7:30 AM
Right
N/A
Movement:
Southbound
0
0
0
0
2
0
1
0
1
0
1
0
Left
Direction:
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
0
0
0
0
0
1
1
0
0
0
0
0
N/A
1
0
0
0
0
0
0
0
0
0
1
0
Southbound
Right
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
Direction:
Movement:
Peds
Yuma
Left
N/A
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
1
0
0
1
0
3
3
1
1
0
1
2
3
0
0
3
1
2
2
0
3
2
0
0
Left
7
3
7
5
Left
0.00
Thru
0.00
Thru
0.90
Approach
0.58
Approach
2
4
2
3
Peds
0
0
0
0
0
0
0
0
2
0
0
0
Peds
0
0
0
0
1
2
1
1
1
0
2
0
Peds
0.63
Right
0.88
Right
5
14
5
17
Right
1
0
2
1
2
2
0
1
2
1
2
1
Right
2
1
0
3
0
4
7
4
4
2
4
3
Right
Overall PM PEAK HOUR FACTOR
0.58
Left
0.75
Left
Parking Lot
Northbound
0
0
0
0
Thru
Parking Lot
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Parking Lot
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Left
Parking Lot
Northbound
Thru
529
Yuma & AU Parking
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Left
=
0.76
Thru
0.77
Thru
0.93
0.00
Left
0.00
Left
Yuma
Eastbound
82
170
82
196
Thru
Yuma
Eastbound
18
19
18
16
22
27
20
21
14
15
23
14
Thru
Yuma
Eastbound
5
9
10
21
46
41
50
45
55
46
24
18
Thru
Yuma
Eastbound
0.75
Approach
0.78
Approach
6
12
6
10
Peds
1
7
0
2
1
2
1
2
1
3
1
1
Peds
0
0
1
3
0
1
0
4
5
1
2
3
Peds
87
111
213
91
Date of Counts:
Clear
5
82
0
Yuma
Yuma
2
102
0
PM INTERSECTION PEAK VOLUMES
17
196
0
Yuma
Yuma
4
85
0
111
87
95
184
199
104
89
Clear
3
5
82
0
Yuma
Yuma
2
102
0
PM SYSTEM PEAK VOLUMES
14
170
0
Yuma
Yuma
85
0
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
89
N
Thursday, September 22, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
1
2
AM PEAK
1
N/A
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
Parking Lo
ot
Project Name :
Project # :
Location
Data Source:
Intersection:
0
0
1
2
0
2
0
0
21
4
N/A
7
1
2
8
0
Parking Lot
18
2
N/A
17
4
N/A
7
5
7
0
ot
Parking Lo
7
0
Parking Lot
18
0
0
3
7
3
11
0
0
4
11
88
95
104
175
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
7:00 AM
to
6:00 PM
to
8:45 AM
to
0.00
0.00
Thru
0.00
Right
0.00
Left
0.00
#DIV/0!
=
#DIV/0!
Approach
0.38
0.00
Right
0.00
Right
0
0
0
0
Right
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
Left
2
0
2
1
Thru
2
0
1
1
Left
Yuma
Westbound
0
0
0
0
0
1
1
0
0
0
0
0
Thru
Yuma
Westbound
1
0
0
0
1
0
3
0
0
0
0
0
0.50
Left
0.00
Left
1.00
Approach
#DIV/0!
Approach
11
14
7
0
Peds
0
0
0
3
0
2
3
2
4
5
8
2
Peds
0
0
0
0
0
0
0
6
4
2
2
0
Peds
0.00
Right
0.25
Right
0
1
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
1
0
Right
PM Period Intersection Volume:
0.50
Thru
0.00
Thru
Yuma
Left
Approach
0
1
0
0
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Left
N/A
0
0
0
0
Left
1
0
0
1
0
0
0
0
0
0
1
0
Peds
0
0
0
0
0
0
0
0
1
0
0
0
Bikes
Westbound
Thru
0.00
Right
Southbound
0
0
0
0
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
0
0
0
0
Thru
Overall AM PEAK HOUR FACTOR
14
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:00 PM
PM INTERSECTION PEAK HOUR
6:00 AM
Right
N/A
Movement:
Southbound
0
0
0
0
0
0
0
0
0
0
0
0
Left
Direction:
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
N/A
0
0
0
0
0
0
0
0
0
0
0
0
Southbound
Right
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Direction:
Movement:
Peds
Yuma
Left
N/A
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
11
Yuma and Dwy #2
0
0
0
0
0
1
0
0
0
1
0
0
Left
0
1
0
0
0
0
0
0
0
0
0
0
Left
0
1
0
0
Left
0.00
Thru
0.00
Thru
#DIV/0!
Approach
0.50
Approach
4
14
4
0
Peds
0
0
0
4
0
3
1
0
0
1
0
1
Peds
0
0
0
0
0
0
0
5
3
3
3
1
Peds
0.00
Right
0.00
Right
0
0
0
1
Right
0
0
0
0
0
0
0
0
0
0
1
0
Right
1
0
0
0
0
0
0
0
0
0
0
0
Right
Overall PM PEAK HOUR FACTOR
0.00
Left
0.25
Left
Dwy #2
Northbound
0
0
0
0
Thru
Dwy #2
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Dwy #2
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Dwy #2
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Left
=
0.50
Thru
0.25
Thru
0.75
0.00
Left
0.00
Left
Yuma
Eastbound
2
1
3
3
Thru
Yuma
Eastbound
0
0
0
0
2
0
1
0
1
0
1
0
Thru
Yuma
Eastbound
3
0
0
0
0
0
0
0
0
0
1
0
Bikes
Yuma
Eastbound
0.50
Approach
0.25
Approach
14
25
11
1
Peds
2
2
0
5
0
3
5
3
3
1
2
1
Peds
0
0
0
1
0
1
0
10
7
3
5
4
Peds
3
2
4
1
Date of Counts:
Clear
0
3
0
Yuma
Yuma
1
2
0
PM INTERSECTION PEAK VOLUMES
1
3
0
Yuma
Yuma
1
1
0
2
2
3
1
3
3
1
2
N
Thursday, September 22, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
0
0
AM PEAK
0
N/A
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
Dwy #2
Project Name :
Project # :
Location
Data Source:
Intersection:
0
0
Clear
0
0
2
0
Yuma
Yuma
2
2
0
PM SYSTEM PEAK VOLUMES
0
1
0
Yuma
Yuma
0
0
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
0
0
0
0
0
0
2
0
N/A
1
0
0
0
0
0
N/A
0
0
N/A
2
0
0
Dwy #2
0
0
Dwy #2
2
0
Dwy #2
0
0
0
1
0
0
0
0
0
1
0
2
4
2
0
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
7:00 AM
to
5:00 PM
to
8:45 AM
to
Right
0.00
Thru
0.00
0.00
Right
0.00
0.00
Left
0.00
Left
#DIV/0!
0.00
0.00
#DIV/0!
=
Right
#DIV/0!
Approach
Right
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Thru
0
0
0
2
Left
Yuma
Westbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Yuma
0.00
Left
0.00
Left
#DIV/0!
Approach
#DIV/0!
Approach
17
12
19
0
Peds
1
12
0
6
3
6
4
3
4
10
10
0
Peds
0
0
0
0
1
0
2
4
4
2
2
2
Peds
0.00
Right
0.00
Right
0
0
0
1
Right
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
1
0
0
0
0
0
0
0
0
0
Right
PM Period Intersection Volume:
0.00
Thru
0.00
Thru
Yuma
Thru
Approach
0
0
0
0
Right
0
0
2
0
0
0
0
0
0
0
0
0
Westbound
0
0
0
0
0
0
0
0
0
0
0
0
N/A
0
0
0
1
Peds
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Left
Westbound
0
0
0
0
Left
0
0
0
0
0
0
0
0
0
0
1
0
Peds
0
1
0
0
1
0
1
0
0
0
0
1
Thru
Southbound
0
0
0
0
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
0
0
0
0
Thru
Overall AM PEAK HOUR FACTOR
4
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
4:00 PM
PM INTERSECTION PEAK HOUR
6:00 AM
Right
N/A
Movement:
Southbound
0
0
0
0
0
0
0
0
0
0
0
0
Left
Direction:
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
0
0
0
0
0
0
0
0
0
0
0
0
N/A
0
0
0
0
0
0
0
0
0
0
0
0
Southbound
Right
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Direction:
Movement:
Peds
Yuma
Left
N/A
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
1
Yuma & Dwy #3
0
0
1
0
0
0
0
0
0
0
0
0
Left
0
0
0
1
0
0
0
0
0
0
0
0
Left
0
0
13
1
1
Left
0.00
Thru
0.00
Thru
#DIV/0!
Approach
#DIV/0!
Approach
18
15
5
2
Peds
2
3
0
0
3
6
2
3
7
0
2
2
Peds
0
0
0
2
0
0
3
4
4
3
4
3
Peds
0.00
Right
0.00
Right
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Right
Overall PM PEAK HOUR FACTOR
0.00
Left
0.00
Left
Dwy #3
Northbound
0
0
0
0
Thru
Dwy #3
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Dwy #3
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Dwy #3
Northbound
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
0
0
0
0
0
0
0
0
Left
0
0
0
0
Left
=
0.00
Thru
0.00
Thru
#DIV/0!
0.00
Left
0.00
Left
Yuma
Eastbound
0
0
0
0
Thru
Yuma
Eastbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Yuma
Eastbound
0
0
0
0
0
0
0
0
0
0
0
0
Thru
Yuma
Eastbound
#DIV/0!
Approach
#DIV/0!
Approach
13
15
12
2
Peds
2
6
0
4
1
2
5
3
3
1
5
0
Peds
0
0
0
2
0
1
1
5
4
1
5
4
Peds
0
1
0
1
Date of Counts:
Clear
0
0
0
Yuma
Yuma
0
0
0
PM INTERSECTION PEAK VOLUMES
0
0
0
Yuma
Yuma
2
0
0
0
0
0
0
1
0
0
2
N
Thursday, September 22, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
0
0
AM PEAK
0
N/A
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
0
Dwy #3
Project Name :
Project # :
Location
Data Source:
Intersection:
0
0
Clear
0
0
0
0
Yuma
Yuma
0
0
0
PM SYSTEM PEAK VOLUMES
0
0
0
Yuma
Yuma
0
0
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
0
0
0
0
0
0
2
0
N/A
0
0
0
2
0
Dwy #3
1
0
N/A
0
0
N/A
0
1
1
0
Dwy #3
0
0
Dwy #3
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
8:15 AM
to
6:15 PM
to
8:45 AM
to
Right
45
35
45
44
Right
0
0
1
2
3
5
1
3
9
1
0
1
1
2
3
0
2
3
2
2
1
2
2
3
Left
196
122
196
171
Thru
8
13
8
18
Left
Albemarle
Westbound
43
41
36
38
42
45
62
45
44
38
35
47
Thru
Albemarle
Westbound
11
23
16
29
42
56
57
29
29
33
31
33
0.76
0.91
Thru
0.81
Right
0.90
Left
0.89
Left
0.90
=
0.81
Approach
0.55
0.88
0.56
Right
0.67
Left
0.36
Left
0.85
Approach
0.79
Approach
47
59
47
58
Peds
2
35
9
11
12
12
12
14
9
8
7
4
Peds
8
9
6
7
16
13
16
9
20
17
13
5
Peds
0.75
Right
0.50
Right
6
8
6
9
Right
4
0
6
1
0
0
2
2
2
2
2
0
Right
1
2
0
0
1
3
0
4
2
2
0
3
Right
PM Period Intersection Volume:
0.79
Thru
0.92
Thru
Albemarle
Approach
176
115
176
122
Peds
9
13
13
10
11
20
9
5
11
11
8
5
Right
2
4
5
8
7
11
6
11
16
3
5
4
Left
42nd\
18
25
18
34
Left
3
28
73
47
35
37
48
47
44
55
36
29
Peds
3
1
1
9
6
51
9
3
59
40
13
7
Thru
Westbound
Thru
0.88
Right
Southbound
79
95
79
86
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
46
42
46
43
Thru
Overall AM PEAK HOUR FACTOR
1949
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:15 PM
PM INTERSECTION PEAK HOUR
7:15 AM
Right
42nd\
Movement:
Southbound
6
5
7
8
4
4
5
4
5
5
5
4
Left
Direction:
8
16
35
19
27
19
20
14
26
30
17
17
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
20
18
19
10
11
9
11
13
13
16
11
14
42nd\
3
1
5
5
5
13
9
6
6
6
7
3
Southbound
Right
4
5
7
19
13
22
17
25
22
26
22
25
3
3
0
7
11
9
12
9
13
13
7
4
Direction:
Movement:
Peds
Albemarle
Left
42nd\
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
5
5
0
3
1
3
1
1
0
2
0
1
Left
42nd
5
15
13
5
20
Left
0.69
Thru
0.89
Thru
0.71
Approach
0.87
Approach
52
518
52
517
Peds
5
18
20
13
7
13
16
13
10
14
18
9
Peds
7
7
11
26
29
28
56
173
260
54
31
13
Peds
0.64
Right
0.45
Right
18
20
18
24
Right
3
6
10
4
4
1
6
4
7
3
6
1
Right
2
1
3
6
3
4
4
5
11
1
3
2
Right
Overall PM PEAK HOUR FACTOR
0.42
Left
0.63
Left
42nd
Northbound
119
196
119
208
Thru
42nd
Northbound
8
32
21
22
25
43
29
29
18
26
39
18
Thru
2270
2
0
1
1
7
3
6
5
6
3
1
1
Left
42nd
Northbound
7
9
16
32
53
52
49
52
55
52
37
27
Thru
Northbound
2
5
1
15
18
20
16
26
28
19
20
15
Left
6
18
22
18
21
12
15
12
14
17
15
13
Left
53
93
53
90
Left
=
0.90
Thru
0.76
Thru
0.94
0.88
Left
0.83
Left
Albemarle
Eastbound
201
136
201
166
Thru
Albemarle
Eastbound
32
37
32
48
43
52
45
48
56
53
55
39
Thru
Albemarle
Eastbound
9
8
14
22
46
43
49
45
29
30
32
33
Thru
Albemarle
Eastbound
0.88
Approach
0.82
Approach
32
109
32
104
Peds
2
12
11
9
4
9
7
7
9
14
8
17
Peds
1
2
1
1
3
6
8
38
52
12
7
6
Peds
Date of Counts:
272
247
280
234
Clear
18
201
53
Albemarle
Albemarle
8
196
45
PM INTERSECTION PEAK VOLUMES
24
166
90
Albemarle
Albemarle
18
171
44
247
272
225
249
209
249
179
Clear
13
18
201
53
Albemarle
Albemarle
8
196
45
PM SYSTEM PEAK VOLUMES
20
136
93
Albemarle
Albemarle
122
35
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
233
N
Thursday, September 22, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
43
46
42nd & Albemarle
86
79
AM PEAK
163
3
42nd\
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
342
2
42nd
Project Name :
Project # :
Location
Data Source:
Intersection:
34
18
42
46
128
143
42nd\
105
95
79
20
5
25
18
237
217
42nd
130
162
2
42nd\
128
143
42nd\
105
9
6
15
5
208
119
324
4
42nd
219
217
42nd
130
8
6
196
119
170
225
249
169
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
Movement:
to
8:15 AM
to
6:45 PM
to
8:45 AM
to
Right
0
0
1
0
Right
2
2
1
9
7
9
8
16
19
6
4
7
4
6
8
7
6
19
16
4
11
12
16
14
Left
231
218
237
222
Thru
50
45
43
52
Left
Albemarle St.
Westbound
47
54
45
56
45
47
54
65
65
56
51
56
Thru
Albemarle St.
Westbound
8
7
24
30
46
51
42
68
61
47
42
38
0.91
0.94
Thru
0.84
Right
0.25
Left
0.50
Left
0.93
=
0.90
Approach
0.00
0.93
0.00
Right
0.66
Left
0.59
Left
0.92
Approach
0.78
Approach
104
70
105
71
Peds
4
6
13
9
16
16
30
33
25
23
24
26
Peds
5
7
9
8
11
9
28
13
21
23
13
18
Peds
0.81
Right
0.70
Right
29
31
34
26
Right
7
11
8
12
11
8
9
4
8
10
12
5
Right
1
6
2
5
3
8
5
5
8
11
7
7
Right
PM Period Intersection Volume:
0.89
Thru
0.80
Thru
Albemarle St.
Approach
36
14
45
14
Peds
0
0
0
1
0
0
0
0
0
0
1
0
Right
0
0
0
0
0
0
0
0
0
0
0
0
Left
Nebraska Ave.
2
2
4
2
Left
3
5
2
3
4
4
15
8
9
12
16
8
Peds
1
1
2
3
4
4
4
2
4
3
5
0
Thru
Westbound
Thru
0.83
Right
Southbound
496
570
457
555
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
60
135
65
126
Thru
Overall AM PEAK HOUR FACTOR
4380
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:45 PM
PM INTERSECTION PEAK HOUR
7:15 AM
Right
Southbound
Nebraska Ave.
1
0
0
1
0
0
0
0
2
1
1
1
Left
Direction:
117
109
122
130
114
120
137
115
124
122
96
112
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
18
20
15
15
25
14
18
15
13
16
21
13
Nebraska Ave.
0
0
0
0
1
0
1
0
1
0
1
0
Roadway:
Right
147
162
134
177
149
141
132
142
140
151
137
166
10
8
16
20
34
39
29
25
33
40
37
23
Southbound
Movement:
Peds
Albemarle St.
Left
Nebraska Ave.
Thru
Right
Direction:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Roadway:
Movement:
Westbound
Southbound
0
3
0
2
0
3
1
1
0
0
2
2
Left
1
0
2
2
1
0
4
2
3
2
1
1
Left
9
3
13
8
5
Left
5144
0.94
Thru
0.77
Thru
0.95
Approach
0.80
Approach
18
20
19
22
Peds
1
2
2
0
6
3
8
3
4
9
3
2
Peds
0
2
5
3
5
3
10
6
3
7
4
5
Peds
.
0.75
Right
0.50
Right
6
4
3
2
Right
0
2
2
1
1
2
2
1
1
0
1
0
Right
0
0
0
0
1
0
1
0
1
2
1
4
Right
Overall PM PEAK HOUR FACTOR
0.56
Left
0.38
Left
Nebraska Ave.
Northbound
547
358
585
386
Thru
Nebraska Ave.
Northbound
151
158
142
128
174
146
126
139
136
149
161
117
Thru
Nebraska Ave.
Northbound
42
54
75
87
103
100
88
116
82
76
84
89
Thru
Nebraska Ave.
Northbound
2
2
3
10
10
11
18
19
20
11
15
14
Left
29
16
16
26
21
20
13
14
12
22
22
15
Left
59
65
70
68
Left
=
0.90
Thru
0.79
Thru
0.98
0.74
Left
0.81
Left
Albemarle St.
Eastbound
223
232
243
254
Thru
Albemarle St.
Eastbound
54
51
53
45
63
56
49
56
62
63
62
46
Thru
Albemarle St.
Eastbound
10
13
14
27
39
67
77
55
55
73
49
28
Thru
Albemarle St.
Eastbound
0.92
Approach
0.88
Approach
60
42
70
43
Peds
17
11
11
10
23
20
12
15
13
21
21
12
Peds
0
3
5
3
6
5
5
21
12
4
5
6
Peds
316
310
324
353
Clear
3
243
70
Albemarle St.
Albemarle St.
43
237
1
PM INTERSECTION PEAK VOLUMES
2
254
68
Albemarle St.
Albemarle St.
52
222
0
300
288
281
301
282
281
356
Clear
6
223
59
Albemarle St.
Albemarle St.
50
231
0
PM SYSTEM PEAK VOLUMES
4
232
65
Albemarle St.
Albemarle St.
45
218
0
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
274
N
Wednesday, September 28, 2011
AM INTERSECTION PEAK VOLUMES
126
65
Direction:
Date of Counts:
AM Weather Conditions:
555
457
Albemarle Street at Nebraska Avenue
2
4
AM PEAK
454
4
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
683
3
Nebraska Ave.
609
526
Nebraska Ave.
503
135
60
Nebraska A
Ave.
570
496
5
8
2
2
417
656
Nebraska Ave.
627
707
7
558
Project Name :
Project # :
Location
Data Source:
Intersection:
9
26
34
3
Nebraska Ave.
619
423
3
Nebraska A
Ave.
392
606
Nebraska Ave.
585
Nebraska Ave.
552
31
29
386
585
358
547
254
281
265
263
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
to
8:45 AM
to
6:00 PM
to
8:45 AM
to
Right
6
4
5
4
Right
0
0
0
0
0
1
0
1
2
3
1
1
1
1
0
2
1
1
2
3
0
0
0
2
Left
54
17
49
17
Thru
6
7
7
7
Left
Warren St.
Westbound
5
5
2
6
8
12
13
16
13
12
5
6
Thru
Warren St.
Westbound
3
1
1
0
6
4
5
1
7
4
5
2
0.25
0.42
Thru
0.63
Right
0.38
Left
0.38
Left
0.50
=
0.59
Approach
1.00
0.76
0.75
Right
0.50
Left
0.58
Left
0.79
Approach
0.70
Approach
6
4
4
4
Peds
2
1
0
0
1
2
0
1
3
0
2
2
Peds
0
0
0
0
0
2
0
0
2
2
0
2
Peds
0.50
Right
0.67
Right
4
8
6
8
Right
0
1
4
3
2
0
2
2
0
0
1
0
Right
1
2
1
1
5
2
1
1
3
1
3
3
Right
PM Period Intersection Volume:
0.84
Thru
0.61
Thru
Warren St.
Approach
1
6
1
6
Peds
3
2
2
1
1
0
2
2
2
1
2
0
Right
1
7
3
0
0
0
1
1
1
1
1
1
Left
40th St.
3
6
2
6
Left
1
1
0
1
0
1
0
0
0
4
0
0
Peds
0
3
0
0
0
1
0
2
2
1
1
0
Thru
Westbound
Thru
0.58
Right
Southbound
2
5
2
5
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
14
5
13
5
Thru
Overall AM PEAK HOUR FACTOR
310
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:00 PM
PM INTERSECTION PEAK HOUR
7:45 AM
Right
40th St.
Movement:
Southbound
1
0
1
0
1
1
0
0
2
2
0
0
Left
Direction:
1
0
0
0
0
0
2
0
0
0
0
1
Thru
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
2
3
4
1
1
4
6
2
2
1
1
0
40th St.
1
0
1
2
1
3
3
1
0
4
1
0
Southbound
Right
0
0
3
0
2
1
0
1
1
3
0
1
0
2
0
2
1
0
0
2
1
1
1
1
Direction:
Movement:
Peds
Warren St.
Left
40th St.
Thru
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
0
0
0
2
0
0
0
1
0
1
0
0
1
2
13
1
2
Left
0.00
Thru
0.25
Thru
0.42
Approach
0.46
Approach
7
0
8
0
Peds
0
3
0
0
1
0
7
0
0
2
0
0
Peds
0
0
1
0
0
1
0
0
0
0
0
0
Peds
.
0.50
Right
0.50
Right
2
2
2
2
Right
1
1
1
1
1
1
0
0
1
0
2
0
Right
1
0
0
0
2
1
1
1
1
0
0
3
Right
Overall PM PEAK HOUR FACTOR
0.25
Left
0.25
Left
40th St.
Northbound
0
1
0
1
Thru
40th St.
Northbound
2
0
0
1
0
0
0
0
0
0
1
0
Left
40th St.
Thru
267
0
1
0
0
0
1
0
0
2
0
0
1
Left
Northbound
0
1
0
0
1
1
0
0
1
0
0
0
Thru
40th St.
Northbound
40th Street at Warren Street Northwest
3
2
1
0
1
0
0
1
1
1
3
0
Left
1
1
1
0
1
0
1
1
0
0
0
1
Left
2
6
3
6
Left
=
0.60
Thru
0.74
Thru
0.80
0.50
Left
0.50
Left
Warren St.
Eastbound
12
92
20
92
Thru
Warren St.
Eastbound
6
6
6
4
8
5
5
2
0
4
3
6
Thru
Warren St.
Eastbound
1
4
0
7
6
19
9
18
31
23
20
11
Thru
Warren St.
Eastbound
0.67
Approach
0.76
Approach
12
5
11
5
Peds
2
1
5
0
2
2
7
0
3
0
0
0
Peds
0
3
1
0
0
1
0
2
1
1
1
3
Peds
25
63
100
24
Date of Counts:
Clear
2
20
3
Warren St.
Warren St.
7
49
5
PM INTERSECTION PEAK VOLUMES
2
92
6
Warren St.
Warren St.
7
17
4
69
16
28
100
106
61
24
Clear
7
2
12
2
Warren St.
Warren St.
6
54
6
PM SYSTEM PEAK VOLUMES
2
92
6
Warren St.
Warren St.
17
4
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
28
N
Wednesday, September 28, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
5
13
AM PEAK
16
6
40th St.
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
11
1
40th St.
Project Name :
Project # :
Location
Data Source:
Intersection:
5
2
5
14
6
2
5
2
14
17
40th St.
11
6
3
11
8
40th St.
7
16
6
40th St.
14
19
40th St.
10
2
1
11
1
40th St.
11
8
40th St.
5
8
6
2
1
1
0
1
0
8
4
28
19
66
106
to
to
to
to
to
to
to
to
to
to
to
6:15 AM
6:30 AM
6:45 AM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
to
to
to
to
to
to
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
Movement:
7:30 AM
to
8:30 AM
to
6:15 PM
to
8:45 AM
to
Right
Right
20
9
20
11
0
0
0
2
13
4
17
11
10
18
8
0
2
6
4
3
6
8
3
3
5
1
4
6
Left
13
13
13
15
Thru
19
47
19
56
Left
Warren St.
Westbound
1
2
0
3
1
6
4
2
1
5
1
1
Thru
Warren St.
Westbound
2
2
1
0
5
5
2
3
5
5
0
1
0.85
0.91
Thru
0.75
Right
0.64
Left
0.66
Left
0.92
=
0.86
Approach
0.45
0.93
0.71
Right
0.59
Left
0.65
Left
0.68
Approach
0.69
Approach
45
9
45
8
Peds
3
1
2
5
8
11
19
7
8
9
11
7
Peds
1
0
2
3
1
0
0
3
3
2
1
2
Peds
0.60
Right
0.63
Right
24
10
24
8
Right
3
5
4
4
7
10
6
1
7
8
13
7
Right
0
1
0
0
2
1
0
2
2
4
2
2
Right
PM Period Intersection Volume:
0.54
Thru
0.65
Thru
Warren St.
Approach
169
134
169
117
Right
3
1
0
2
14
5
3
5
7
4
6
1
Right
1
1
0
3
2
3
2
5
2
2
0
3
Left
Wisconsin Ave.
49
29
49
28
Peds
36
38
44
34
54
55
38
33
43
32
57
43
Peds
10
11
18
20
6
13
27
27
30
33
44
21
Thru
Westbound
Thru
0.68
Peds
Southbound
1060
1728
1060
1816
Right
AM Period Intersection Volume:
PM PEAK HOUR
AM PEAK HOUR
AM Peak Hour
19
9
19
8
Left
Overall AM PEAK HOUR FACTOR
7233
6:15 PM
PEAK HOUR FACOTRS
5:15 PM
PM SYSTEM PEAK HOUR
7:45 AM
AM SYSTEM PEAK HOUR
5:15 PM
PM INTERSECTION PEAK HOUR
Thru
Southbound
4
5
8
6
6
6
11
13
19
18
12
11
Left
Wisconsin Ave.
189
211
222
228
233
291
311
236
222
255
237
214
Thru
Direction:
Right
1
3
3
4
2
2
7
4
6
4
2
4
Roadway:
7:00 PM
6:45 PM
6:30 PM
6:15 PM
6:00 PM
5:45 PM
5:30 PM
5:15 PM
5:00 PM
4:45 PM
4:30 PM
4:15 PM
Movement:
Southbound
Wisconsin Ave.
1
1
1
8
13
5
6
11
6
5
7
2
Direction:
Right
204
281
301
459
413
444
436
451
455
474
348
350
0
1
1
0
4
0
2
1
3
2
3
4
Left
Warren St.
Thru
Wisconsin Ave.
Right
Westbound
Southbound
Roadway:
9:00 AM
8:45 AM
8:30 AM
8:15 AM
8:00 AM
7:45 AM
7:30 AM
7:15 AM
7:00 AM
6:45 AM
6:30 AM
6:15 AM
AM INTERSECTION PEAK HOUR
PEAK HOURS
to
to
4:45 PM
to
to
4:30 PM
5:15 PM
to
4:15 PM
5:00 PM
to
4:00 PM
PM PEAK
to
6:00 AM
Movement:
Roadway:
Direction:
2
3
1
0
0
0
1
1
1
0
1
2
Left
2
4
0
3
5
6
6
10
6
2
3
4
Left
28
3
13
28
3
Left
7088
0.91
Thru
0.90
Thru
0.91
Approach
0.90
Approach
104
87
104
91
Peds
28
25
33
37
22
36
27
12
29
32
32
51
Peds
9
7
12
17
18
14
22
24
26
19
18
17
Peds
0.92
Right
0.71
Right
11
37
11
40
Right
3
2
1
9
6
3
3
2
3
6
2
4
Right
0
4
1
7
5
14
8
6
13
13
5
4
Right
Overall PM PEAK HOUR FACTOR
0.70
Left
0.75
Left
Wisconsin Ave.
Northbound
1440
846
1440
887
Thru
Wisconsin Ave.
Northbound
254
271
276
276
299
346
350
347
397
335
276
278
Thru
Wisconsin Ave.
Northbound
89
100
129
191
167
213
242
218
235
192
201
197
Thru
Wisconsin Ave.
Northbound
1
2
1
1
3
4
0
3
2
2
2
1
Left
0
2
1
4
2
0
5
0
1
2
0
1
Left
6
9
6
7
Left
=
0.52
Thru
0.71
Thru
0.94
0.30
Left
0.75
Left
Warren St.
Eastbound
23
51
23
47
Thru
Warren St.
Eastbound
3
4
4
4
3
4
11
4
4
5
5
5
Thru
Warren St.
Eastbound
0
0
0
0
9
11
8
7
14
18
12
9
Thru
Warren St.
Eastbound
0.53
Approach
0.73
Approach
15
11
15
12
Peds
3
6
5
7
10
2
4
7
2
0
1
3
Peds
0
0
1
0
3
1
2
3
4
3
1
3
Peds
40
60
94
26
Date of Counts:
Clear
11
23
6
Warren St.
Warren St.
19
13
20
PM INTERSECTION PEAK VOLUMES
40
47
7
Warren St.
Warren St.
56
15
11
60
40
96
97
83
52
25
82
N
Wednesday, September 28, 2011
AM INTERSECTION PEAK VOLUMES
AM Weather Conditions:
8
19
Warren Street at Wisconsin Avenue
1816
1060
AM PEAK
1852
2
Wisconsin Ave.
American University Tenley Campus
2211-001
DC
Gorove/Slade Associates, Inc.
905
5
Wisconsin A
Ave.
Project Name :
Project # :
Location
Data Source:
Intersection:
28
49
Clear
47
11
23
6
Warren St.
Warren St.
19
13
20
PM SYSTEM PEAK VOLUMES
37
51
9
Warren St.
Warren St.
13
9
AM SYSTEM PEAK VOLUMES
PM Weather Conditions:
9
19
1912
1128
Wisconsin Ave.
1090
1728
1060
3
28
29
49
898
1466
Wisconsin Ave.
1492
1766
6
Wisconsin Ave.
1812
1128
Wisconsin Ave.
1090
8
24
3
28
887
1440
864
4
Wisconsin A
Ave.
859
1466
Wisconsin Ave.
1492
10
24
846
1440
96
52
90
69
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX B –
EXISTING WCL GARAGE COUNTS
October 21, 2011
6:30‐6:45
6:45‐7:00
7:00‐7:15
7:15‐7:30
7:30‐7:45
7:45‐8:00
8:00‐8:15
8:15‐8:30
8:30‐8:45
8:45‐9:00
9:00‐9:15
9:15‐9:30
3:45‐4:00
4:00‐4:15
4:15‐4:30
4:30‐4:45
4:45‐5:00
5:00‐5:15
5:15‐5:30
5:30‐5:45
5:45‐6:00
6:00‐6:15
6:15‐6:30
6:30‐6:45
6:45‐7:00
American University Trip Generation study
Job # 2211‐001, BG002
Tuesday, September 13, 2011
Cars IN
Bicycles IN
Cars OUT
0
0
1
0
0
2
4
1
8
0
4
0
6
4
0
9
7
0
12
7
0
13
4
0
16
1
0
18
3
0
11
6
2
6
12
17
11
28
21
11
5
2
3
0
0
1
1
2
1
1
1
1
6
8
11
11
11
10
10
11
14
9
10
11
13
Bicycles OUT
3
1
1
5
2
2
6
2
3
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX C –
EXISTING ON‐STREET PARKING COUNTS
WASHINGTON COLLEGE OF LAW
October 21, 2011
Inventory
Blockface
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
Unres
Metered
RPP
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4
12
12
13
13
5
5
17
8
7
9
4
12
12
13
13
5
5
17
8
7
9
7
0
0
10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
15
15
0
7
18
17
4
8
18
19
7
7
18
19
19
18
7
7
18
18
3
5
7
15
15
10
7
18
17
4
8
18
19
7
7
18
19
19
18
7
7
18
18
3
5
0
0
0
0
0
0
17
5
7
17
5
7
Notes
No Parking
No Parking
No Parking
1
1
1
1
1
1
1
1
1
1
2Hrs, 7a to 4p
No Parking
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
No Parking
1
1
1
No Parking
Occupancy ‐ 08/09/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
Occupancy ‐ 10/04/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
2
4
4
5
2
1
2
4
0
3
0
0
1
1
0
0
0
0
0
1
0
0
2
3
3
4
8
2
1
5
4
1
0
0
1
0
0
0
0
0
0
0
0
0
1
2
2
4
2
1
0
1
0
0
1
0
0
5
1
7
5
2
1
0
2
0
0
0
4
4
3
0
0
0
0
0
5
4
3
0
0
0
0
0
5
3
0
4
2
8
3
1
3
7
6
2
1
4
5
3
8
0
2
5
8
1
1
0
0
0
1
0
0
4
0
3
0
0
0
0
0
0
1
0
0
0
0
0
1
0
9
7
0
4
8
9
8
4
2
9
12
4
0
12
11
9
14
4
1
11
10
1
2
0
0
0
3
3
1
1
3
1
1
1
0
0
2
2
3
1
0
0
0
0
0
0
1
5
1
2
0
2
4
0
1
7
7
4
2
6
3
9
12
0
2
10
11
1
1
5
0
1
3
1
1
2
0
0
0
0
1
0
1
0
0
1
0
0
1
0
0
1
4
7
1
2
4
6
9
2
5
11
10
5
0
10
6
10
10
0
2
15
13
1
2
3
0
0
1
2
1
2
0
0
0
0
1
2
2
0
1
0
0
0
0
0
0
1
8
0
2
0
0
0
11
3
1
2
0
0
0
2
0
0
0
1
12
2
1
2
1
0
Peak Hour
Restrictions
AM
PM
X
X
X
Inventory
Blockface
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
Unres
Metered
RPP
Total
Notes
0
0
15
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
6
8
16
16
5
5
0
0
6
6
7
5
26
27
10
6
8
16
16
5
5
17
17
6
6
7
5
26
27
0
0
0
0
0
0
0
0
12
31
32
10
12
31
32
10
0
0
4
0
0
0
20
27
5
20
27
9
0
0
20
20
0
0
21
21
1
No Parking
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
No Parking
1
1
1
1
No Parking
1
1
1
No Parking
2Hrs, 7a to 4p
No Parking
No Parking
1
No Parking
No Parking
No Parking
1 Hr.
1 Hr.
2 Hrs. 9:30a to 8:30p
No Parking
0
3
0
0
0
22
21
0
0
0
0
0
21
3
5
22
24
21
3
5
No Parking
1
1
No Parking
Occupancy ‐ 08/09/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
8
0
11
1
Occupancy ‐ 10/04/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
7
1
8
0
0
1
3
2
6
0
0
5
5
2
1
2
3
7
9
0
0
0
1
1
0
0
1
0
0
0
0
0
0
1
1
2
2
7
10
0
0
6
5
1
1
3
3
6
6
1
0
0
1
1
0
0
0
0
0
0
0
0
3
3
1
2
3
6
4
0
0
1
3
0
1
4
2
6
0
4
1
0
4
2
0
0
1
1
2
0
0
0
2
7
4
2
2
7
8
0
0
3
7
0
1
4
3
6
11
3
1
0
1
0
0
0
1
0
0
1
0
0
2
0
1
9
3
4
0
7
7
1
1
10
7
7
0
0
1
0
0
7
5
0
1
8
8
0
1
10
6
9
2
1
0
0
9
11
0
6
1
3
4
6
3
2
10
12
0
6
0
0
1
0
1
0
12
5
0
3
1
0
4
0
4
3
9
9
0
0
0
0
1
0
0
0
2
9
2
8
7
10
8
13
Peak Hour
Restrictions
AM
PM
X
X
X
X
0
0
0
10
15
1
3
0
0
5
9
0
2
1
0
9
10
1
0
3
0
11
11
1
2
0
2
0
2
0
2
0
0
1
0
0
2
1
0
1
0
0
0
1
1
0
0
0
X
X
X
X
Inventory
Blockface
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
Unres
Metered
RPP
Total
9
10
16
16
9
11
0
0
0
0
0
0
0
0
0
3
3
0
0
0
0
0
0
0
0
0
7
6
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6
6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7
0
0
0
0
0
0
9
5
8
13
6
6
8
8
6
0
0
7
11
13
9
8
13
11
9
6
0
0
25
24
11
16
3
0
9
10
16
16
9
11
9
5
8
13
6
6
8
8
6
9
9
7
11
13
9
8
13
11
9
6
7
6
25
24
11
16
3
9
0
7
0
7
0
0
0
7
0
0
0
17
5
7
17
5
Notes
1
1
1
1
1
1
1
1
1
2hr. Meters
2hr. Meters
1
1
1
1
1
1
1
1
1
1
1
1
1
1
105' Loading Zone; 7a‐6:30p
No Parking
No Parking
1
No Parking
No Parking
No Parking
1
1
1
Occupancy ‐ 08/09/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
1
4
0
6
0
7
0
8
0
7
0
8
0
6
0
7
0
4
0
2
0
1
0
4
3
1
3
0
0
1
0
0
3
0
2
0
2
0
2
0
0
0
0
0
0
0
0
0
1
0
0
1
3
2
3
0
1
2
1
1
0
4
0
2
0
5
0
1
2
5
2
0
2
1
2
0
2
5
1
1
3
1
4
1
2
0
1
0
3
0
3
0
2
0
3
0
0
2
0
1
0
0
0
0
0
2
0
2
0
1
0
2
3
0
3
0
1
1
1
0
1
0
0
0
0
1
1
1
0
0
0
0
0
7
0
7
Occupancy ‐ 10/04/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
0
8
0
7
0
10
0
7
0
6
0
5
0
5
0
6
0
4
0
2
0
6
0
3
0
0
2
0
3
0
3
0
2
1
1
1
3
2
4
0
0
0
2
0
0
2
0
0
1
4
1
0
2
1
1
1
4
1
3
1
1
7
0
4
0
7
1
4
2
5
2
2
3
1
1
0
3
4
2
2
3
1
4
1
1
2
1
0
2
0
3
0
3
0
3
0
0
0
2
1
0
0
0
0
0
3
0
1
1
0
0
0
6
2
8
0
3
1
0
2
0
2
0
1
2
14
1
5
1
1
0
0
0
8
2
3
Peak Hour
Restrictions
AM
X
0
7
1
1
2
2
0
1
X
0
8
0
1
6
1
0
2
1
0
2
0
1
6
3
2
3
2
0
0
2
0
3
0
PM
Inventory
Blockface
130
131
132
*
Unres
Metered
RPP
Total
0
0
0
0
3
8
3
8
Notes
1
1
No Parking
2
0
0
2
1
* Third leg of the triangle the other two legs of which are labeled 83 and 84
Occupancy ‐ 08/09/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
1
0
0
0
0
5
3
1
Occupancy ‐ 10/04/11
Afternoon (2‐4 pm)
Evening (7‐9 pm)
Zone 3
Zone 3
Permit No Permit Permit No Permit
1
2
2
0
4
4
4
0
Peak Hour
Restrictions
AM
X
1
0
1
0
0
1
0
0
PM
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX D –
EXISTING ON‐STREET PARKING COUNTS
TENLEY CAMPUS
October 21, 2011
Occupancy ‐ 9/22/11
Inventory
Blockface
Unres
1
25
2
15
3
6
Metered
4
13
29
22
4
5
6
RPP
3
7
20
9
23
8
9
12
10
11
22
12
5
13
22
10
14
8
15
4
16
17
5
6
8
9
8
Taxi/
Zipcar
Notes
NP, Except Sundays 6:00AM to 1:00PM
0
0
0
0
2 Hrs. 7:00AM‐6:30PM M‐F
4
11
4
9
0
3
0
0
0
0
0
0
2
0
0
1
2 Hrs. 7:00AM to 6:30PM
3
2
3
1
NP
0
0
0
0
11
3
8
0
15 min parking 7:30 to 9:30 AM, 2:30 to 4:30 PM School Days
11
8
12
5
14
4
12
6
NP 7:00AM to 5:00PM School Days
3
5
5
9
2 hours 7:00AM to 6:30PM M‐Sat.
2
3
1
4
6
1
9
16
2 Hr. meters, 3 Loading Zone Spaces
0
2
3
5
2 Hrs. 7:00AM to 6:30PM
6
0
2
6
2 Hrs. 7:00AM to 6:30PM
9
0
9
1
(6) 3 Hrs. 7:00AM to 6:30PM, (2) 1 Hr. 7A to 6:30P
1
4
4
4
4
2
1
5
0
3
1
4
NP 7‐9:30AM, 3‐6:30PM, 2hr 930‐3pm
0
3
2
5
6
18
19
5
20
9
4
21
Afternoon (2‐4 pm) Evening (7‐9 pm)
Zone 3
No
Zone 3
No
Permit Permit Permit Permit
2 Hrs. 9:30AM to 4:00PM, except Zone 3
1
3
1
3
22
NP
0
0
0
0
23
NP
3
2
0
0
24
NP
0
0
0
0
NP 7‐9:30AM, 4‐6:30PM
0
1
0
0
NP
0
0
0
0
6
2
2
3
6
1
7
0
7
0
6
0
0
2
1
1
3
1
3
0
25
7
26
27
28
29
30
31
10
8
7
7
6
Peak Hour
Restrictions
AM
PM
X
X
X
X
X
X
X
X
Occupancy ‐ 9/22/11
Inventory
Blockface
Unres
Metered
33
34
35
36
37
7
7
7
7
41
42
43
1
45
3
46
7
47
7
4
2
5
3
9
1
3
1
7
1
6
1
1
2
1
1
1
1
0
0
1
5
1
4
0
0
0
2
0
7
3
3
0
7
0
3
2
2
4
2
3
1 Hr. 7:00 AM to 6:30 PM, M‐Sat.
0
2
1
1
5
1 Hr. 7:00 AM to 6:30 PM, M‐Sat.
0
3
1
3
44
48
49
Notes
NP 4‐6:30pm
39
40
Taxi/
Zipcar
8
12
12
6
5
8
32
38
RPP
Afternoon (2‐4 pm) Evening (7‐9 pm)
Zone 3
No
Zone 3
No
Permit Permit Permit Permit
5
NP
1
0
0
0
1 Hr. 9:30AM to 10:00PM M‐F, 7:00AM to 10:00PM Sat.
0
0
0
0
2
4
3
2
1
5
1
4
Taxi Stand
0
4
1
4
1
8
4
2
2 Hours, 7:00AM to 6:30PM
5
2
1
2
2 Hours, 7:00AM to 6:30PM
3
6
4
1
2 Hours, 7:00AM to 6:30PM
3
7
3
4
2 Hours, 7:00AM to 6:30PM
5
9
2
7
9
50
51
52
4
53
6
9
9
10
10
54
8
1 Hr. 7:00AM to 10:00PM
0
0
0
3
55
7
1 Hr. 9:30AM to 10:00PM M‐F, 7:00AM to 10:00PM Sat.
0
0
0
3
6
12
56
7
0
4
57
NP
0
0
0
0
58
NP
0
0
0
0
0
1
0
0
0
0
0
0
1
5
0
3
6
8
10
4
59
60
61
62
9
5
6
17
10
Peak Hour
Restrictions
AM
PM
X
X
X
X
X
Occupancy ‐ 9/22/11
Inventory
Blockface
Unres
63
64
3
65
23
RPP
Taxi/
Zipcar
Notes
21
3
22
66
149
Metered
12
17
67
68
NP
3
16
15
21
10
25
32
69
70
71
72
73
74
75
76
8
77
9
28
28
11
78
79
80
Afternoon (2‐4 pm) Evening (7‐9 pm)
Zone 3
No
Zone 3
No
Permit Permit Permit Permit
5
2
5
5
0
0
0
1
2
12
0
0
0
0
0
0
1
4
1
4
3
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
4
4
1
0
0
1
0
2
0
0
0
7
2
9
0
0
0
0
0
1
1
1
1
11
3
11
1
12
2
10
1
1
2
3
1
0
1
81
11
0
1
82
11
2
2
2
1
83
27
9
2
12
2
84
29
9
8
9
10
17
6
85
86
87
88
89
90
11
3
8
2
2
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4
0
4
2
2
0
91
29
10
1
9
1
92
28
11
2
8
0
Peak Hour
Restrictions
AM
PM
X
X
X
X
X
X
Occupancy ‐ 9/22/11
Inventory
Blockface
Unres
Metered
RPP
Taxi/
Zipcar
Notes
Afternoon (2‐4 pm) Evening (7‐9 pm)
Zone 3
No
Zone 3
No
Permit Permit Permit Permit
93
8
3
1
0
1
94
9
1
0
4
0
95
9
3
1
2
1
96
9
1
6
3
1
0
0
0
0
17
2
11
1
5
2
2
0
2
0
2
1
1
0
1
0
13
1
15
2
12
1
12
1
5
1
2
1
4
2
3
1
0
0
0
0
12
4
7
2
7
0
4
0
7
1
1
2
16
3
11
3
18
2
9
2
10
2
5
6
97
NP
28
9
10
10
28
28
9
9
98
99
100
101
102
103
104
105
106
NP
16
10
8
22
20
12
9
13
11
107
108
109
110
111
112
113
9
114
115
116
NP
4
10
14
15
17
12
117
118
119
120
121
122
123
NP 8‐4 School Days (9)
20
4 Hrs. 7:00AM‐6:30PM M‐Sat.
9
2
7
11
12
1
4
1
8
2
4
0
0
0
0
0
2
1
0
0
3
4
4
0
9
2
2
0
9
6
7
3
13
4
10
2
6
4
6
5
6
11
1
15
Peak Hour
Restrictions
AM
PM
Occupancy ‐ 9/22/11
Inventory
Blockface
Unres
Metered
RPP
Taxi/
Zipcar
Notes
9
124
Afternoon (2‐4 pm) Evening (7‐9 pm)
Zone 3
No
Zone 3
No
Permit Permit Permit Permit
7
2
3
3
125
10
2 Hrs. 7:00AM‐6:30PM M‐Sat.
0
5
0
7
126
4
1Hr. 7:00AM to 10:00PM
0
2
0
0
4
(4) 2 Hrs. 7:00AM to 10:00PM, (1) NP, 7:00AM to 6:30PM M‐F
0
2
0
1
4
2 Hrs. 7:00AM to 10:00PM
1
3
0
0
127
1
128
6
2 Hrs. 7:00AM to 10:00PM
0
2
2
10
130
129
7
16
4 Hrs. 7:00AM‐6:30PM M‐Sat.
0
11
3
11
131
11
2 Hrs. 7:00AM to 6:30PM
4
7
3
8
132
24
4 Hrs. 7:00AM‐6:30PM M‐Sat.
4
15
7
11
3
13
2
20
2
132
22
3
133
2 Zipcar; 1, 15 minute standing
NP
0
0
0
1
135
29
NP 8:00AM to 4:00PM School Days
0
0
0
10
136
30
NP 7‐9:30AM, 4‐6:30PM
0
0
2
4
137
139
141
142
143
144
145
146
147
148
PM
X
X
7 Hrs. 8:30A to 3:30P, 7P‐2A, 15 minute standing all other times
134
140
AM
Carsharing
133
138
Peak Hour
Restrictions
NP
23
16
25
24
24
25
26
27
27
27
24
0
0
0
0
10
4
13
4
0
7
0
5
16
3
5
5
9
1
12
1
12
2
14
1
5
3
5
2
5
3
9
4
10
2
12
2
11
3
14
1
4
5
14
7
8
3
10
3
X
X
X
X
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX E –
WCL ONLINE SURVEY
October 21, 2011
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/18/2010
04/18/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
147.9.197.86
76.26.135.139
209.48.253.226
147.9.141.45
98.231.178.75
147.9.198.31
147.9.186.219
147.9.141.54
69.143.215.10
147.9.189.12
216.164.58.32
74.96.126.183
147.9.197.18
147.9.196.57
68.33.165.80
68.50.168.97
141.156.216.225
147.9.198.87
208.58.4.236
147.9.196.48
147.9.186.252
147.9.186.14
147.9.186.120
147.9.188.41
147.9.188.11
147.9.189.35
147.9.186.246
147.9.193.47
147.9.197.12
147.9.197.14
147.9.188.43
147.9.186.210
147.9.186.12
147.9.189.69
147.9.135.33
147.9.193.233
147.9.146.12
216.15.41.168
147.9.186.162
147.9.189.99
147.9.193.146
147.9.189.126
167.219.88.140
216.164.61.162
207.245.174.141
147.9.138.21
147.9.135.141
98.218.15.253
147.9.143.106
208.27.111.132
208.27.111.123
147.9.142.201
147.9.146.202
147.9.186.217
147.9.197.6
147.9.199.67
147.9.142.11
147.9.186.61
147.9.188.104
97.129.242.35
147.9.188.57
What is your status with
American University
Washington College of
Law?
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Staff
Adjunct Faculty
Staff
Student
Student
Staff
Staff
Student
Student
Student
Staff
Student
Student
Student
Student
What is your five
digit zip code?
20016
20001
20010
20008
20016
20016
20016
20009
20016
20010
20007
20016
20009
20008
20008
20001
20016
20009
20008
20816
20816
20008
20016
20037
20816
20007
20817
20009
20007
20816
20007
20016
22209
20010
20832
20815
20851
20008
20008
20814
20008
20008
22202
20008
20007
20735
20901
20016
20853
20009
20009
22203
21075
20017
20874
20816
22204
20002
20815
20009
20008
What time did you arrive on
campus on Tuesday, April 13,
2010?
10:00 to 10:59 a.m.
12:00 to 12:59 p.m.
3:00 to 3:59 p.m.
6:00 to 6:59 a.m.
6:00 to 6:59 p.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
2:00 to 2:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
11:00 to 11:59 a.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 a.m.
6:00 to 6:59 a.m.
6:00 to 6:59 p.m.
7:00 to 7:59 a.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
6:00 to 6:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
6:00 to 6:59 p.m.
9:00 to 9:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
1:00 to 1:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
7:00 to 7:59 p.m.
3:00 to 3:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
5:00 to 5:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
12:00 to 12:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
2:00 to 2:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
2:00 to 2:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
4:00 to 4:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Biked
Biked
Biked
Biked
Biked
Biked
Biked
Biked
Biked
Biked
Biked
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Carpool rider or dropped off
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Drove a carpool
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Katzen Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Where did you park?
StartDate
EndDate
04/18/2010
04/18/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/16/2010
04/16/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
147.9.135.27
69.143.213.156
98.204.70.82
147.9.138.43
147.9.198.98
147.9.135.68
147.9.186.193
147.9.198.101
151.200.61.209
74.96.34.214
70.17.65.35
98.231.184.5
69.243.108.158
71.206.9.176
76.21.212.77
76.111.29.222
96.231.5.200
68.50.102.42
147.9.140.58
147.9.138.58
147.9.138.23
216.15.57.245
147.9.149.65
147.9.140.60
147.9.139.19
147.9.138.49
147.9.140.30
147.9.192.18
147.9.135.59
147.9.135.32
64.12.117.8
147.9.136.66
72.245.122.132
147.9.192.16
147.9.137.13
147.9.186.145
147.9.198.147
147.9.188.138
147.9.198.130
147.9.197.99
147.9.188.126
147.9.193.236
166.137.9.246
76.114.212.146
67.208.160.181
208.59.126.48
66.44.126.124
166.137.10.231
207.172.80.11
208.58.6.116
68.33.219.54
208.58.6.188
68.49.206.55
69.143.212.254
98.169.102.32
138.88.113.191
147.9.186.55
147.9.186.134
147.9.141.92
147.9.135.54
147.9.141.138
What is your status with
American University
Washington College of
Law?
Student
Student
Student
Faculty
Student
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Faculty
Faculty
Student
Faculty
Student
Staff
Faculty
Faculty
Staff
Faculty
Faculty
Adjunct Faculty
Staff
Student
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Faculty
Adjunct Faculty
Adjunct Faculty
Student
Student
Faculty
Faculty
Faculty
What is your five
digit zip code?
20017
22043
20015
20902
20003
20011
20009
20003
20816
20001
22201
22314
22201
20852
20005
20002
20816
22209
20815
22205
20003
20008
20906
20816
20850
20008
20016
20874
22204
20814
20852
20770
20814
22101
20002
20016
22043
20016
20015
20008
20009
20815
20854
20007
20008
20008
20008
20015
20009
20008
20016
20008
20005
20016
22101
20016
20816
20008
20016
22003
21212
What time did you arrive on
campus on Tuesday, April 13,
2010?
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
After 10:00 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
2:00 to 2:59 p.m.
9:00 to 9:59 p.m.
2:00 to 2:59 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
9:00 to 9:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
After 10:00 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 a.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
1:00 to 1:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
3:00 to 3:59 p.m.
8:00 to 8:59 p.m.
3:00 to 3:59 p.m.
8:00 to 8:59 p.m.
6:00 to 6:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
1:00 to 1:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
3:00 to 3:59 p.m.
7:00 to 7:59 p.m.
11:00 to 11:59 a.m.
1:00 to 1:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
4:00 to 4:59 p.m.
9:00 to 9:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Where did you park?
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
4910 Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
Yuma Lot
Yuma Lot
Yuma Lot
On‐street
Other off street lot (please specify)
On‐street
Yuma Lot
Massachusetts Avenue Garage
On‐street
Katzen Garage
Other off street lot (please specify)
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
Katzen Garage
Massachusetts Avenue Garage
4910 Lot
Massachusetts Avenue Garage
Superfresh Lot
Superfresh Lot
Superfresh Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Yuma Lot
Yuma Lot
Not sure of the name. I parked
I work at the SuperFresh
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/19/2010
04/19/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/18/2010
04/18/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/18/2010
04/18/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
64.12.117.8
147.9.142.30
147.9.189.20
147.9.197.109
69.138.244.2
208.58.3.46
72.83.136.207
147.9.198.26
70.21.115.104
147.9.142.29
147.9.197.61
68.34.67.120
166.137.11.226
98.204.91.173
208.58.67.42
68.55.54.96
68.55.123.192
68.167.105.58
72.37.171.116
70.108.11.103
147.9.199.7
207.172.88.50
151.207.242.4
216.15.60.190
12.182.23.227
76.114.196.23
208.118.191.130
98.218.79.254
74.96.35.58
69.3.80.34
208.59.160.203
64.32.218.49
208.27.111.123
72.83.98.101
64.12.117.8
147.9.135.79
63.139.45.18
72.83.143.217
209.183.246.97
151.207.242.4
68.163.72.83
69.255.216.9
68.33.166.156
69.250.47.81
76.111.101.55
198.70.8.13
147.9.193.16
98.204.72.178
205.156.36.15
147.9.141.136
98.233.36.222
147.9.186.77
147.9.141.97
147.9.141.145
173.73.121.131
68.48.42.80
143.231.249.141
149.101.1.119
98.218.255.180
205.156.36.13
140.185.96.57
What is your status with
American University
Washington College of
Law?
Faculty
Faculty
Student
Student
Student
Student
Student
Student
Student
Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Adjunct Faculty
Student
Student
Student
Student
Student
Student
Adjunct Faculty
Student
Student
Adjunct Faculty
Student
Student
Adjunct Faculty
Student
Adjunct Faculty
Staff
Adjunct Faculty
Adjunct Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Faculty
Student
Adjunct Faculty
Student
Student
Student
Student
Student
Student
What is your five
digit zip code?
20912
20815
20016
21043
20854
20016
20816
20016
20910
20816
20008
20008
20010
20903
20016
20016
20007
20008
20002
20815
20171
20012
20002
20016
22201
20009
20008
20002
20008
20015
20008
22302
20770
20854
20878
22003
22301
20910
20111
20745
22302
20002
20740
20190
20904
20832
20016
20007
20010
22304
20008
20186
20011
22301
20009
20902
22311
22042
20877
20912
20016
What time did you arrive on
campus on Tuesday, April 13,
2010?
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
2:00 to 2:59 p.m.
2:00 to 2:59 p.m.
2:00 to 2:59 p.m.
2:00 to 2:59 p.m.
2:00 to 2:59 p.m.
2:00 to 2:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
What time did you leave campus
on Tuesday, April 13, 2010?
9:00 to 9:59 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
3:00 to 3:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
3:00 to 3:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Where did you park?
Yuma Lot
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
4910 Lot
Yuma Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
4910 Lot
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Superfresh Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Superfresh Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Superfresh Lot
Massachusetts Avenue Garage
Yuma Lot
Katzen Garage
Yuma Lot
Yuma Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
On‐street
Katzen Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
Superfresh Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/19/2010
04/19/2010
04/17/2010
04/17/2010
04/16/2010
04/16/2010
04/16/2010
04/16/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
76.21.214.19
12.160.58.237
208.76.119.66
65.207.69.2
151.207.242.4
208.118.160.242
38.105.190.135
151.207.244.4
12.160.62.66
208.27.111.123
68.50.176.107
74.96.27.220
147.9.140.17
147.9.139.23
147.9.186.39
147.9.136.38
69.255.251.29
166.137.8.96
128.150.117.96
143.231.249.141
147.9.135.12
147.9.142.12
147.9.199.10
71.163.238.86
147.9.149.17
147.9.145.23
147.9.140.19
147.9.135.13
147.9.135.50
147.9.140.25
147.9.138.24
147.9.141.91
147.9.135.23
147.9.186.243
74.96.91.125
74.96.27.220
66.208.24.250
149.79.35.227
149.101.1.117
38.103.27.10
65.222.202.205
76.114.205.241
68.55.186.199
147.9.188.169
68.33.107.227
208.58.206.212
147.9.188.33
147.9.189.36
147.9.136.24
147.9.139.46
147.9.139.13
216.164.61.243
68.50.168.207
207.172.145.39
147.9.135.61
147.9.140.22
147.9.196.74
147.9.139.212
147.9.199.18
147.9.139.61
147.9.138.19
What is your status with
American University
Washington College of
Law?
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Faculty
Faculty
Student
Student
Student
Student
Student
Student
Staff
Staff
Student
Faculty
Staff
Staff
Staff
Staff
Faculty
Faculty
Faculty
Faculty
Staff
Student
Student
Adjunct Faculty
Student
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Faculty
Faculty
Faculty
Student
Student
Faculty
Staff
Student
Student
Staff
Student
Faculty
Faculty
What is your five
digit zip code?
20009
20009
20906
20009
22314
20008
20171
20011
22201
20009
20009
20817
20817
20816
22303
20011
20016
20024
22205
20008
20007
20906
20772
20817
22181
20020
22042
20902
20016
20902
20817
20814
20016
20015
22201
20016
20016
22204
22201
20007
22207
20814
20007
20008
22302
20007
20814
20016
20878
20016
20814
20008
20007
20001
22003
20009
20010
20010
20011
20910
20009
What time did you arrive on
campus on Tuesday, April 13,
2010?
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 a.m.
6:00 to 6:59 a.m.
6:00 to 6:59 a.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
8:00 p.m.or after
8:00 p.m.or after
8:00 p.m.or after
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
3:00 to 3:59 p.m.
6:00 to 6:59 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
After 10:00 p.m.
12:00 to 12:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
3:00 to 3:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
4:00 to 4:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
3:00 to 3:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
9:00 to 9:59 p.m.
4:00 to 4:59 p.m.
6:00 to 6:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Where did you park?
On‐street
On‐street
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
4910 Lot
4910 Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
Yuma Lot
On‐street
Massachusetts Avenue Garage
4910 Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Yuma Lot
Yuma Lot
Massachusetts Avenue Garage
Yuma Lot
Yuma Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
On‐street
Yuma Lot
On‐street
Yuma Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Yuma Lot
Massachusetts Avenue Garage
Other off street lot (please specify)
On‐street
Yuma Lot
Yuma Lot
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
I rent a nearby resident's garag
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/16/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/12/2010
04/13/2010
04/20/2010
04/20/2010
04/20/2010
04/20/2010
04/20/2010
04/20/2010
04/19/2010
04/19/2010
IP Address
147.9.135.72
108.56.181.229
147.9.137.11
147.9.137.17
147.9.139.38
147.9.141.82
216.207.71.1
147.9.141.208
147.9.140.63
147.9.140.20
147.9.139.44
147.9.135.87
147.9.149.83
147.9.149.63
147.9.140.32
147.9.138.28
147.9.141.63
147.9.142.17
147.9.141.121
147.9.139.37
68.49.208.138
147.9.188.21
69.250.148.61
147.9.188.125
147.9.141.86
147.9.186.24
147.9.188.46
147.9.196.40
147.9.198.51
147.9.193.92
147.9.141.77
147.9.141.48
147.9.141.57
147.9.188.47
147.9.196.25
147.9.193.50
147.9.139.32
147.9.149.20
147.9.189.36
207.172.92.165
147.9.186.214
147.9.188.24
147.9.198.13
147.9.141.131
147.9.189.43
147.9.186.215
147.9.149.52
147.9.197.23
147.9.186.213
147.9.193.42
147.9.189.46
147.9.186.227
147.9.188.31
147.9.188.23
147.9.188.207
147.9.188.62
147.9.138.44
147.9.139.22
147.9.139.39
72.83.128.124
147.9.135.66
What is your status with
American University
Washington College of
Law?
Faculty
Adjunct Faculty
Faculty
Staff
Staff
Staff
Adjunct Faculty
Staff
Staff
Faculty
Faculty
Faculty
Staff
Staff
Staff
Staff
Staff
Staff
Staff
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Faculty
Faculty
Staff
Staff
What is your five
digit zip code?
22031
20814
20878
22182
22101
20112
20009
20903
20815
20008
20011
20852
20010
20878
20008
20008
20782
20901
22043
20816
20815
20003
20017
22302
20854
20814
22202
20010
20854
20037
20008
20878
22066
20815
20010
20015
20816
20904
20009
20008
20878
20005
20009
20008
20005
20016
20037
20879
20005
20009
20910
20007
22202
22203
22201
20002
20904
20016
20816
20003
20008
What time did you arrive on
campus on Tuesday, April 13,
2010?
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
5:00 to 5:59 p.m.
11:00 to 11:59 a.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
10:00 to 10:59 a.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
4:00 to 4:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
9:00 to 9:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
12:00 to 12:59 p.m.
2:00 to 2:59 p.m.
7:00 to 7:59 p.m.
1:00 to 1:59 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Where did you park?
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
Massachusetts Avenue Garage
Yuma Lot
On‐street
4910 Lot
On‐street
Yuma Lot
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
Katzen Garage
Massachusetts Avenue Garage
Katzen Garage
Katzen Garage
On‐street
Katzen Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
On‐street
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Yuma Lot
4910 Lot
Katzen Garage
On‐street
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
On‐street
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
4910 Lot
Katzen Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Yuma Lot
Massachusetts Avenue Garage
Yuma Lot
Yuma Lot
StartDate
EndDate
04/15/2010
04/15/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
147.9.141.77
68.50.113.204
147.9.149.23
147.9.198.6
98.169.106.157
72.205.21.159
68.55.206.16
147.9.140.59
147.9.141.59
147.9.198.53
147.9.141.142
147.9.139.48
147.9.139.36
147.9.136.33
147.9.138.50
147.9.138.34
147.9.149.45
147.9.142.22
147.9.139.57
147.9.146.20
147.9.141.71
147.9.141.118
147.9.137.15
147.9.135.39
147.9.149.69
147.9.135.27
147.9.149.60
147.9.135.26
147.9.139.27
147.9.138.35
147.9.139.34
147.9.197.41
147.9.141.111
147.9.197.50
147.9.198.47
147.9.198.176
147.9.197.74
147.9.186.87
147.9.197.19
147.9.199.31
147.9.193.89
147.9.189.106
147.9.188.102
147.9.145.63
147.9.186.116
147.9.193.54
147.9.197.84
147.9.186.47
147.9.197.73
147.9.197.60
147.9.193.111
147.9.146.33
147.9.148.30
147.9.188.85
147.9.188.83
74.96.84.126
147.9.197.45
147.9.197.38
147.9.198.45
147.9.189.66
147.9.197.30
What is your status with
American University
Washington College of
Law?
Student
Student
Faculty
Student
Faculty
Student
Student
Faculty
Student
Student
Faculty
Faculty
Staff
Staff
Staff
Faculty
Staff
Faculty
Faculty
Student
Faculty
Faculty
Staff
Staff
Staff
Staff
Staff
Faculty
Faculty
Staff
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
What is your five
digit zip code?
20003
20850
22207
20015
22101
22030
20008
20815
20016
22201
20814
20912
20002
20852
20902
22101
22207
22207
21774
20007
20016
20817
22180
22310
20036
20878
20850
20901
20818
20879
22101
20011
20008
22204
20007
20002
20008
20009
20008
20005
20910
20874
20007
20009
21075
20011
20002
20009
20003
20744
20852
20815
20008
20817
20817
20901
20016
20016
22124
20012
20852
What time did you arrive on
campus on Tuesday, April 13,
2010?
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
5:00 to 5:59 p.m.
4:00 to 4:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
2:00 to 2:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
6:00 to 6:59 p.m.
4:00 to 4:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
2:00 to 2:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
2:00 to 2:59 p.m.
12:00 to 12:59 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
3:00 to 3:59 p.m.
9:00 to 9:59 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
After 10:00 p.m.
10:00 to 10:59 a.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Where did you park?
Massachusetts Avenue Garage
Katzen Garage
4910 Lot
On‐street
Yuma Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
Other off street lot (please specify)
Yuma Lot
Yuma Lot
Yuma Lot
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
4910 Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Yuma Lot
Yuma Lot
Yuma Lot
4910 Lot
Katzen Garage
On‐street
Yuma Lot
Yuma Lot
Katzen Garage
Yuma Lot
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
On‐street
On‐street
Katzen Garage
On‐street
Massachusetts Avenue Garage
Katzen Garage
Massachusetts Avenue Garage
Katzen Garage
Katzen Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Other off street lot (please specify)
Katzen Garage
On‐street
On‐street
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Lot behind LPQ
Colonial Parking Lot
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/17/2010
04/17/2010
04/16/2010
04/16/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/16/2010
04/16/2010
04/15/2010
04/15/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
IP Address
68.55.150.125
147.9.193.215
147.9.189.53
68.171.234.188
108.56.52.152
68.33.85.201
147.9.186.28
147.9.136.17
149.101.1.115
147.9.137.12
147.9.188.50
205.188.116.7
12.181.190.99
24.126.57.248
147.9.196.62
147.9.186.122
147.9.189.98
147.9.193.125
147.9.146.37
68.50.128.91
74.96.11.73
68.33.221.93
147.9.193.20
147.9.198.56
71.178.133.228
69.140.197.17
98.204.65.69
208.58.4.39
208.59.115.95
192.245.194.254
71.163.196.96
173.13.215.98
63.139.45.18
74.93.216.153
71.166.250.40
147.9.198.11
99.239.208.34
147.9.199.7
147.9.189.48
38.244.172.126
147.9.198.183
206.53.153.161
147.9.192.32
147.9.136.231
147.9.140.11
147.9.186.166
147.9.196.76
147.9.197.42
147.9.197.203
147.9.193.76
147.9.193.120
147.9.198.55
147.9.198.8
147.9.189.7
147.9.188.39
147.9.186.205
147.9.141.56
147.9.186.208
208.58.8.87
76.114.212.58
141.156.184.126
What is your status with
American University
Washington College of
Law?
Student
Student
Student
Student
Student
Student
Student
Staff
Adjunct Faculty
Faculty
Student
Adjunct Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Adjunct Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Staff
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
What is your five
digit zip code?
20008
22033
20037
20008
20015
20016
22042
20841
22153
20155
20852
22205
20036
20008
20008
20008
20011
20815
20009
20009
20009
20009
20008
20016
20016
20015
20007
20008
20015
20910
20016
20016
20007
20015
20009
20016
20008
20016
20015
20036
20016
20008
20007
20016
20886
20007
20015
20008
20910
20007
20815
22209
20009
20036
20815
2036
20009
20016
20008
20007
20008
What time did you arrive on
campus on Tuesday, April 13,
2010?
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
Before 6:00 a.m.
Before 6:00 a.m.
Before 6:00 a.m.
Before 6:00 a.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
12:00 to 12:59 p.m.
2:00 to 2:59 p.m.
3:00 to 3:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
5:00 to 5:59 p.m.
12:00 to 12:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
3:00 to 3:59 p.m.
2:00 to 2:59 p.m.
6:00 to 6:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
4:00 to 4:59 p.m.
3:00 to 3:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
3:00 to 3:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
12:00 to 12:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Drove alone
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Where did you park?
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Katzen Garage
Katzen Garage
Massachusetts Avenue Garage
Yuma Lot
Katzen Garage
Massachusetts Avenue Garage
Katzen Garage
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
147.9.142.167
147.9.139.42
147.9.148.33
147.9.141.104
147.9.186.88
147.9.188.72
147.9.186.133
147.9.198.111
147.9.186.110
147.9.188.103
147.9.196.37
147.9.197.52
147.9.198.58
147.9.189.69
68.171.235.136
147.9.148.25
98.231.138.2
147.9.136.36
38.105.72.200
147.9.136.62
147.9.198.148
206.53.153.81
68.48.43.139
68.55.54.72
147.9.234.156
69.244.93.191
97.33.163.151
199.128.147.205
68.48.236.170
206.53.157.114
161.80.10.20
98.233.36.152
208.59.112.83
170.109.16.2
143.231.249.141
204.87.16.4
67.97.130.178
206.53.153.155
151.207.244.4
198.70.8.13
147.9.197.26
208.58.8.163
147.9.193.32
147.9.196.76
147.9.139.210
147.9.138.48
147.9.149.205
147.9.142.28
147.9.192.202
147.9.190.110
147.9.141.58
147.9.188.29
147.9.197.15
147.9.193.20
147.9.188.42
147.9.189.61
147.9.136.38
147.9.189.49
147.9.186.22
147.9.135.12
147.9.197.121
What is your status with
American University
Washington College of
Law?
Staff
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Staff
Staff
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
What is your five
digit zip code?
20007
20008
20008
20009
20036
20016
20009
20016
20001
20815
20036
20010
20008
20007
20015
22201
20850
22202
20008
22203
20008
20008
20002
20016
20009
20037
22304
20036
22301
20005
20008
20008
20016
20010
20016
20009
20010
22206
22204
22202
22030
20008
20008
20852
20852
20852
20001
20002
20010
20815
20902
20871
20852
20852
20009
20855
20852
20009
20002
20009
22030
What time did you arrive on
campus on Tuesday, April 13,
2010?
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
1:00 to 1:59 p.m.
1:00 to 1:59 p.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
12:00 to 12:59 p.m.
12:00 to 12:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
8:00 to 8:59 p.m.
10:00 to 10:59 a.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
After 10:00 p.m.
10:00 to 10:59 a.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
5:00 to 5:59 p.m.
4:00 to 4:59 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
11:00 to 11:59 a.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
12:00 to 12:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
4:00 to 4:59 p.m.
3:00 to 3:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
9:00 to 9:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrobus
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Where did you park?
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/15/2010
04/15/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
147.9.186.121
147.9.139.148
147.9.186.113
147.9.192.29
147.9.198.198
147.9.186.75
147.9.193.132
147.9.186.111
147.9.188.89
147.9.148.20
147.9.198.48
166.137.138.107
98.233.37.121
166.137.8.227
147.9.145.22
70.108.248.226
204.248.24.164
208.58.66.3
147.9.197.29
147.9.196.6
147.9.186.16
147.9.141.55
147.9.135.38
147.9.146.56
71.163.172.4
151.207.246.4
208.23.64.14
147.9.141.99
147.9.193.202
12.150.190.10
208.58.200.198
147.9.199.41
138.88.144.188
147.9.188.11
207.172.92.130
74.96.126.183
68.33.86.78
147.9.140.36
96.231.11.68
69.143.214.156
147.9.186.201
68.33.84.164
147.9.148.18
147.9.197.201
147.9.198.38
147.9.193.38
147.9.196.21
147.9.196.44
147.9.198.80
147.9.186.48
147.9.198.56
147.9.198.64
147.9.135.36
147.9.188.94
147.9.193.166
147.9.198.112
147.9.186.90
147.9.196.45
76.114.213.245
68.55.210.138
208.58.4.87
What is your status with
American University
Washington College of
Law?
Student
Staff
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Adjunct Faculty
Student
Student
Student
Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
What is your five
digit zip code?
20008
20002
20008
22032
20009
20008
20815
20814
20001
20016
20008
20015
20008
22209
20878
20016
20008
20016
20016
20874
20002
20002
20008
20016
20816
22209
22310
20814
22207
20816
20011
20007
20016
20016
20008
20016
20016
20008
20008
20016
20016
20016
20016
20008
20016
20008
20008
20016
20016
20008
20016
20008
20016
20015
20816
20016
20016
20016
20016
20016
20008
What time did you arrive on
campus on Tuesday, April 13,
2010?
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
2:00 to 2:59 p.m.
2:00 to 2:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
6:00 to 6:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
4:00 to 4:59 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
11:00 to 11:59 a.m.
12:00 to 12:59 p.m.
3:00 to 3:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
10:00 to 10:59 a.m.
11:00 to 11:59 a.m.
11:00 to 11:59 a.m.
What time did you leave campus
on Tuesday, April 13, 2010?
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
4:00 to 4:59 p.m.
8:00 to 8:59 p.m.
6:00 to 6:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
3:00 to 3:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
8:00 to 8:59 p.m.
Before 8:00 a.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
8:00 to 8:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
9:00 to 9:59 a.m.
2:00 to 2:59 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
After 10:00 p.m.
4:00 to 4:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and AU Shuttle
Metrorail and walked
Metrorail and walked
Metrorail and walked
Metrorail and walked
Metrorail and walked
Metrorail and walked
Metrorail and walked
Metrorail and walked
Scooter/motorcycle
Scooter/motorcycle
Scooter/motorcycle
Scooter/motorcycle
Scooter/motorcycle
Scooter/motorcycle
Scooter/motorcycle
Scooter/motorcycle
Scooter/motorcycle
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Shuttle only
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Yuma Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
4910 Lot
Massachusetts Avenue Garage
Massachusetts Avenue Garage
Where did you park?
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/19/2010
04/19/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/20/2010
04/20/2010
04/20/2010
04/20/2010
04/17/2010
04/17/2010
04/16/2010
04/16/2010
04/15/2010
04/15/2010
04/15/2010
04/15/2010
04/15/2010
04/15/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/14/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
174.206.248.204
207.172.81.190
147.9.147.13
147.9.197.84
151.200.239.90
214.3.36.171
147.9.198.6
198.246.80.254
147.9.141.47
147.9.189.89
68.48.244.23
147.9.140.55
147.9.198.27
147.9.188.99
147.9.136.54
147.9.188.96
96.231.124.12
207.172.83.110
208.59.113.167
68.55.206.254
147.9.141.100
147.9.188.58
147.9.199.42
147.9.186.91
147.9.186.244
147.9.198.74
147.9.186.67
147.9.186.93
147.9.186.62
147.9.186.30
216.15.34.183
147.9.186.238
147.9.188.66
68.33.219.147
147.9.189.116
166.137.11.8
69.140.39.202
69.140.179.143
206.205.112.126
216.141.81.83
76.74.9.163
70.108.7.92
173.8.15.65
205.201.251.211
64.29.182.129
98.204.39.208
98.218.92.254
173.73.8.139
205.188.116.7
71.171.64.70
68.48.156.199
98.204.72.223
169.253.4.21
208.69.169.161
149.101.1.119
69.143.81.61
166.94.6.47
65.242.35.130
74.96.69.234
134.223.116.200
213.249.248.73
What is your status with
American University
Washington College of
Law?
Student
Student
Student
Student
Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Adjunct Faculty
Faculty
Student
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Student
Student
Student
Adjunct Faculty
Adjunct Faculty
Staff
Adjunct Faculty
Student
Adjunct Faculty
Adjunct Faculty
Faculty
Staff
Adjunct Faculty
Student
Faculty
Adjunct Faculty
Adjunct Faculty
What is your five
digit zip code?
20016
20816
20016
20016
20016
20007
20016
20816
20016
20016
20016
20008
20016
20816
20016
20016
20016
20016
20008
20007
20008
20016
20816
20016
20016
20816
20008
20816
20816
20008
20016
20016
20016
20016
20008
22044
20817
20815
20854
20854
20008
20816
22314
21044
20902
21076
20003
22102
22046
20186
20003
20008
22311
22039
22405
20853
22039
20017
20902
22102
20815
What time did you arrive on
campus on Tuesday, April 13,
2010?
12:00 to 12:59 p.m.
3:00 to 3:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
5:00 to 5:59 p.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
7:00 to 7:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
8:00 to 8:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
9:00 to 9:59 a.m.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
What time did you leave campus
on Tuesday, April 13, 2010?
7:00 to 7:59 p.m.
5:00 to 5:59 p.m.
9:00 to 9:59 p.m.
8:00 to 8:59 p.m.
After 10:00 p.m.
After 10:00 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
9:00 to 9:59 p.m.
9:00 to 9:59 p.m.
4:00 to 4:59 p.m.
7:00 to 7:59 p.m.
6:00 to 6:59 p.m.
8:00 to 8:59 p.m.
7:00 to 7:59 p.m.
4:00 to 4:59 p.m.
8:00 to 8:59 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
2:00 to 2:59 p.m.
3:00 to 3:59 p.m.
6:00 to 6:59 p.m.
After 10:00 p.m.
4:00 to 4:59 p.m.
5:00 to 5:59 p.m.
4:00 to 4:59 p.m.
8:00 to 8:59 p.m.
6:00 to 6:59 p.m.
7:00 to 7:59 p.m.
7:00 to 7:59 p.m.
8:00 to 8:59 p.m.
5:00 to 5:59 p.m.
After 10:00 p.m.
7:00 to 7:59 p.m.
What was your primary method
of travel to campus on Tuesday,
April 13, 2010?
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Walked
Where did you park?
StartDate
EndDate
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
04/13/2010
IP Address
149.101.1.115
149.101.1.120
173.79.67.61
74.96.98.27
71.185.67.44
149.101.1.120
38.117.162.38
199.129.197.54
68.163.73.214
151.200.32.228
134.205.154.73
149.101.1.117
38.100.40.82
130.132.165.164
68.227.219.228
167.102.134.1
72.83.207.165
96.241.163.75
216.184.122.172
151.200.29.8
173.73.103.108
68.55.39.221
143.231.249.141
216.15.44.187
192.245.194.254
74.96.23.217
69.143.13.31
70.21.126.215
208.27.111.132
24.126.115.21
68.239.81.205
68.55.186.101
96.244.250.178
96.231.124.168
98.172.152.182
98.204.164.45
71.246.211.155
209.155.68.74
170.99.147.125
208.58.3.248
173.10.170.236
What is your status with
American University
Washington College of
Law?
Adjunct Faculty
Student
Adjunct Faculty
Adjunct Faculty
Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Student
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Adjunct Faculty
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Student
Staff
Student
Student
Student
Student
Student
What is your five
digit zip code?
22039
20008
20902
20815
20008
20902
10022
20012
20895
20815
22044
22042
20016
20816
20171
20817
20016
20190
20814
20912
20036
20010
20910
20008
20852
20037
22202
20015
20016
22202
20009
20015
21114
20005
20815
60194
20814
20005
20007
20016
22201
What time did you arrive on
What was your primary method
campus on Tuesday, April 13,
What time did you leave campus of travel to campus on Tuesday,
April 13, 2010?
2010?
on Tuesday, April 13, 2010?
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
I did not go to campus on this day.
Where did you park?
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX F –
EXISTING CRASH DATA
(Source: DDOT)
October 21, 2011
Complaint Number Date of Accident Time Show
Accident Occured on
337280307
3/16/2007 1530
40TH ST
489630407
4/8/2007 2010
42ND ST
308000307
3/10/2007 1240
42ND ST
97640107
1/21/2007 1530
ALBEMARLE ST
275130307
3/2/2007 1630
ALBEMARLE ST
138240107
1/28/2007 2045
NEBRASKA AVE
1749761207
12/22/2007 0400
NEBRASKA AVE
544780407
4/28/2007 0830
NEBRASKA AVE
1159010807
8/24/2007 1400
NEBRASKA AVE
687350507
5/25/2007 0835
NEBRASKA AVE
814730607
6/18/2007 0720
NEBRASKA AVE
923330707
7/9/2007 0835
NEBRASKA AVE
262600207
2/28/2007 1520
NEBRASKA AVE
488780407
4/17/2007 1520
NEBRASKA AVE
1593111107
11/19/2007 1115
NEBRASKA AVE
1641801107
11/29/2007 1730
NEBRASKA AVE
261030207
2/28/2007 0810
TENLEY CIR
556870407
4/30/2007 1700
TENLEY CIR
1563661107
11/13/2007 1555
TENLEY CIR
1563611107
11/13/2007 1550
TENLEY CIR
936330707
7/11/2007 1645
VAN NESS ST
1769551207
12/27/2007 1525
VAN NESS ST
923020707
7/9/2007 0715
VAN NESS ST
1388741007
10/9/2007 1235
WISCONSIN AVE
1538301107
11/8/2007 0830
WARREN ST
1068350807
8/6/2007 1040
WINDOM PL
1492681007
10/29/2007 1300
WISCONSIN AVE
65240107
1/14/2007 1645
WISCONSIN AVE
169730207
2/6/2007 1650
WISCONSIN AVE
291280307
3/6/2007 2040
WISCONSIN AVE
354790307
3/18/2007 1630
WISCONSIN AVE
579260507
5/4/2007 2030
WISCONSIN AVE
880230607
6/30/2007 1253
WISCONSIN AVE
1604491107
11/21/2007 1543
WISCONSIN AVE
1656441207
12/2/2007 2030
WISCONSIN AVE
1736451207
12/19/2007 1600
WISCONSIN AVE
779370107
1/17/2007 1840
WISCONSIN AVE
141160107
1/31/2007 0930
WISCONSIN AVE
240410207
2/23/2007 1450
WISCONSIN AVE
1564701107
11/13/2007 1956
WISCONSIN AVE
364850307
3/22/2007 0910
WISCONSIN AVE
434850407
4/5/2007 1445
WISCONSIN AVE
998720707
7/23/2007 2151
WISCONSIN AVE
954030707
7/15/2007 0005
WISCONSIN AVE
359870307
3/21/2007 0845
WISCONSIN AVE
1136750807
8/19/2007 1914
WISCONSIN AVE
1358091007
10/3/2007 1540
VAN NESS ST
893840707
7/3/2007 0845
WISCONSIN AVE
1552831007
10/11/2007 2315
WISCONSIN AVE
1659411207
12/3/2007 1420
WISCONSIN AVE
5820107
1/2/2007 0831
WISCONSIN AVE
577660507
5/4/2007 1630
WISCONSIN AVE
950860707
7/14/2007 1035
WISCONSIN AVE
196810207
2/11/2007 1740
WISCONSIN AVE
2007 Crash Data
Enter obj name
ALBEMARLE ST
ALBEMARLE ST
VAN NESS ST
NEBRASKA AVE
WISCONSIN AVE
ALBEMARLE ST
ALBEMARLE ST
FORT DR
FORT DR
TENLEY CIR
VAN NESS ST
VAN NESS ST
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
YUMA ST
42ND ST
42ND ST
NEBRASKA AVE
VAN NESS ST
NEBRASKA AVE
WISCONSIN AVE
40TH ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
Tenley CIR
TENLEY CIR
TENLEY CIR
TENLEY CIR
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
WISCONSIN AVE
VAN NESS ST
VAN NESS ST
VAN NESS ST
VEAZEY ST
VEAZEY ST
VEAZEY ST
WARREN ST
City Quadran Type of Accident
NW
Prop. Damage
NW
Hit and Run
NW
Prop. Damage
NW
Prop. Damage
NW
Hit and Run
NW
Injury
NW
Hit and Run
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Injury
NW
Injury
NW
Pedestrian
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Injury
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Hit and Run
NW
Injury
NW
Prop. Damage
NW
Hit and Run
NW
Hit and Run
NW
Hit and Run
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Injury
NW
Prop. Damage
NW
Hit and Run
NW
Hit and Run
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Hit and Run
NW
Prop. Damage
NW
Injury
NW
Injury
NW
Prop. Damage
NW
Injury
NW
Injury
NW
Hit and Run
Type Of Accident1 of vehicles r of injured p
Type of Collision
2
0 Rear End
2
0 Side Swiped
2
0 Other
3
0 Rear End
2
0 Parked Vehicle
2
0 Right Turn Hit Veh.
2
0 Left Turn Hit Veh.
2
0 Left Turn Hit Veh.
2
0 Side Swiped
2
3 Rear End
2
0 Right Angle
2
1 Right Angle
2
1 Right Angle
1
1 Straight Hit Ped.
2
0 Other
3
0 Rear End
2
0 Side Swiped
2
0 Left Turn Hit Veh.
2
1 Right Turn Hit Veh.
2
0 Left Turn Hit Veh.
2
0 Left Turn Hit Veh.
2
1 Right Angle
Hit and Run
2
1 Right Angle
0
0
2
0 Parked Vehicle
2
0 Backing Hit Parked Veh.
2
0 Backing Hit Parked Veh.
2
1 Rear End
2
0 Rear End
2
0 Other
2
0 Side Swiped
2
0 Rear End
2
0 Side Swiped
2
1 Rear End
2
0 Rear End
2
1 Rear End
2
0 Side Swiped
2
0 Rear End
DC Property
2
2 Other
Pedestrian
1
1 Left Turn Hit Ped.
DC Property
2
0 Backing Hit Parked Veh.
2
0 Backing Hit Parked Veh.
2
0 Backing Hit Parked Veh.
2
0 Left Turn Hit Veh.
2
1 Other
2
0 Other
2
0 Right Angle
3
0 Right Angle
2
2 Right Angle
2
1 Right Angle
2
0 Left Turn Hit Veh.
2
1 Right Angle
2
2 Left Turn Hit Veh.
1
1 Backing Hit Parked Veh.
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
WARD
26730107
336530307
1572221107
1104300807
1185530807
1304770907
1505111107
1769321207
687800507
1384021007
449910407
2007 Crash Data
1/6/2007
3/16/2007
11/15/2007
8/13/2007
8/29/2007
9/22/2007
11/1/2007
12/27/2007
5/21/2007
10/8/2007
4/9/2007
1450
1130
0835
1222
2200
1630
1645
1430
1208
1259
1135
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
40TH ST
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WINDOM PL
WARREN ST
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
NW
Injury
Prop. Damage
Prop. Damage
DC Property
Prop. Damage
Hit and Run
Injury
Prop. Damage
Hit and Run
Prop. Damage
DC Property
DC Property
Pedestrian
1
2
2
2
2
2
2
2
1
2
2
1
0
0
0
0
0
1
0
1
0
0
Left Turn Hit Ped.
Left Turn Hit Veh.
Left Turn Hit Veh.
Other
Rear End
Rear End
Side Swiped
Side Swiped
Straight Hit Ped.
Left Turn Hit Veh.
Left Turn Hit Veh.
3
3
3
3
3
3
3
3
3
3
3
Complaint Number Date of Accident Time Show
5359
1/12/2008 1355
29957
3/6/2008 1950
711
11/25/2008 2200
3757
1/9/2008 0830
8138596
9/29/2008 0815
8154030
10/29/2008 1040
8175089
12/11/2008 1815
8129020
9/11/2008 1200
8085793
6/22/2008 1446
8155164
10/31/2008 1554
8174411
12/10/2008 1330
51348
4/18/2008 1630
8134838
9/22/2008 1524
34142
3/14/2008 1500
69651
5/23/2008 1550
8098215
7/15/2008 1100
8099031
7/16/2008 2055
8143614
10/9/2008 1200
8166179
11/22/2008 1315
8177545
12/16/2008 1918
32180
3/10/2008 1630
8098207
7/15/2008 1130
8139655
10/1/2008 1645
13629
1/30/2008 1845
8171783
12/4/2008 0000
25358
2/25/2008 0755
8157899
11/5/2008 1749
8101967
7/1/2008 0640
40921
3/28/2008 1520
8081931
6/15/2008 1110
8116750
8/18/2008 1630
8155811
11/1/2008 1635
20503
2/14/2008 1310
23174
2/20/2008 1018
49787
4/15/2008 1154
8094864
7/9/2008 0930
8108103
8/2/2008 0005
8131773
9/16/2008 2005
8135936
9/24/2008 1835
8089692
6/29/2008 1100
8175113
12/11/2008 2118
8170151
10/2/2008 1615
8154032
10/29/2008 1155
8163023
11/15/2008 2317
8177077
12/15/2008 2015
44313
4/4/2008 1337
52830
4/21/2008 1730
18371
2/9/2008 1445
8137358
9/27/2008 0920
8152441
10/25/2008 2227
16100
2/5/2008 0750
54370
4/24/2008 1550
2008 Crash Data
Accident Occured on
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
FORTIETH ST
FORTIETH ST
FORTY SECOND ST
FORTY SECOND ST
FORTY SECOND ST
FORTY SECOND ST
FORTY SECOND ST
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
VAN NESS ST
VAN NESS ST
WISCONSIN AVE
VAN NESS ST
WISCONSIN AVE
WARREN ST
WARREN ST
WARREN ST
WARREN ST
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
VAN NESS ST
VAN NESS ST
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
FORTIETH ST
FORTY SECOND ST
NEBRASKA AVE
NEBRASKA AVE
NEBRASKA AVE
Enter obj name
NEBRASKA AVE
WISCONSIN AVE
WISCONSIN AVE
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
NEBRASKA AVE
VAN NESS ST
VAN NESS ST
ALBEMARLE ST
FORTY SECOND ST
FORTY SECOND ST
TENLEY CIR
TENLEY CIR
TENLEY CIR
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
WARREN ST
WARREN ST
WARREN ST
FORTY SECOND ST
NEBRASKA AVE
VAN NESS ST
WISCONSIN AVE
VAN NESS ST
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
TENLEY CIR
TENLEY CIR
WISCONSIN AVE
WISCONSIN AVE
VAN NESS ST
VAN NESS ST
WARREN ST
WARREN ST
WISCONSIN AVE
WISCONSIN AVE
FORT DR
FORTY FIFTH ST
FORTY FIFTH ST
City Quadran Type of Accident
NW
Injury
NW
Injury
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
Hit and Run
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Injury
NW
Injury
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Injury
Injury
NW
Injury
NW
Prop. Damage
NW
Injury
NW
DC Property
NW
Hit and Run
NW
Prop. Damage
Prop. Damage
Injury
NW
Injury
NW
Prop. Damage
NW
Hit and Run
SW
Prop. Damage
NW
Prop. Damage
NW
Hit and Run
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Prop. Damage
NW
Hit and Run
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NE
Comm. Veh.
NW
Injury
NW
Injury
NW
Prop. Damage
Type Of Accident1 of vehicles r of injured p
Type of Collision
Prop. Damage
2
2 Rear End
Pedestrian
1
1 Straight Hit Ped.
Hit and Run
2
0 Parked Vehicle
2
0 Parked Vehicle
Hit and Run
2
0 Unknown
Prop. Damage
2
0 Backing Hit Moving Veh.
Hit and Run
3
0 Parked Vehicle
2
1 Rear End
3
0 Parked Vehicle
Prop. Damage
3
1 Head On
Pedestrian
1
1 Left Turn hit Ped.
2
0 Left Turn Hit Veh.
2
0 Rear End
5
2 Rear End
2
0 Right Angle
2
1 Rear End
2
2 Right Angle
1
1 Straight Hit Ped.
2
0 Right Angle
Pedestrian
1
1 Left Turn hit Ped.
Prop. Damage
2
0 Side Swiped
Prop. Damage
2
0
2
0 Rear End
2
0 Right Angle
1
1 Fixed Object
2
1 Left Turn Hit Veh.
2
0 Rear End
Prop. Damage
1
1 Rear End
2
0 Right Turn Hit Veh.
2
0 Parked Vehicle
Prop. Damage
2
0 Backing Hit Parked Veh.
2
0 Parked Vehicle
2
0 Left Turn Hit Veh.
2
0 Rear End
DC Property
2
0 Rear End
2
0 Other
2
0 Left Turn Hit Veh.
2
0 Head On
Injury
2
1 Side Swiped
Hit and Run
2
0 Side Swiped
2
0 Right Angle
2
1 Right Angle
DC Property
2
0 Side Swiped
2
0 Side Swiped
2
0 Side Swiped
Hit and Run
2
0 Right Angle
2
1 Left Turn Hit Veh.
2
0 Parked Vehicle
Prop. Damage
0
0 Right Turn Hit Veh.
3
0 Other
2
1 Rear End
Hit and Run
2
0 Side Swiped
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
WARD
Accident Occured on
Complaint Number Date of Accident Time Show
9005450
1/12/2009 1516
NEBRASKA AVE
9017173
2/6/2009 1205
NEBRASKA AVE
9047524
4/10/2009 0930
WISCONSIN AVE
9067809
5/19/2009 1424
WISCONSIN AVE
9085222
6/20/2009 0551
WISCONSIN AVE
9144089
10/7/2009 1515
WISCONSIN AVE
9147295
10/13/2009 1712
TENLEY CIR
9171616
12/1/2009 1909
WISCONSIN AVE
9001923
1/5/2009 0745
WISCONSIN AVE
9020740
2/13/2009 1748
ALBEMARLE ST
9000001
3/4/2009 1000
WISCONSIN AVE
9111078
3/6/2009 0010
WISCONSIN AVE
9048622
4/12/2009 1530
WISCONSIN AVE
9059229
5/2/2009 2100
WISCONSIN AVE
9066627
5/17/2009 0305
WISCONSIN AVE
9099131
7/14/2009 1810
ALBEMARLE ST
9140045
9/29/2009 2012
ALBEMARLE ST
9145878
10/10/2009 1818
WISCONSIN AVE
9170302
11/28/2009 2130
ALBEMARLE ST
9012044
1/26/2009 1054
NEBRASKA AVE
9066682
5/17/2009 0655
NEBRASKA AVE
9070989
5/25/2009 1240
NEBRASKA AVE
9160853
11/9/2009 1316
NEBRASKA AVE
9054212
4/23/2009 1850
WARREN ST
9020073
2/11/2009 0800
WARREN ST
9181873
12/23/2009 2100
WISCONSIN AVE
9165706
11/19/2009 0905
NEBRASKA AVE
9168829
11/25/2009 1048
NEBRASKA AVE
9015866
2/3/2009 1615
WISCONSIN AVE
9051593
4/18/2009 1430
WISCONSIN AVE
9125656
9/1/2009 1555
WISCONSIN AVE
9164867
11/17/2009 1745
WISCONSIN AVE
9179918
12/18/2009 1539
WISCONSIN AVE
9043966
4/3/2009 1650
WISCONSIN AVE
9047014
4/9/2009 1216
FORTIETH ST
9057774
4/30/2009 1100
VAN NESS ST
9068690
5/21/2009 0730
WISCONSIN AVE
9087459
6/24/2009 1301
NEBRASKA AVE
9149182
10/17/2009 2120
ALBEMARLE ST
9092290
7/2/2009 1620
WISCONSIN AVE
9088998
6/26/2009 2100
WISCONSIN AVE
9121422
8/25/2009 1700
WISCONSIN AVE
9124062
8/30/2009 1212
WISCONSIN AVE
9106019
7/27/2009 1330
FORTIETH ST
9054568
4/24/2009 1220
FORTIETH ST
9181220
12/22/2009 1020
FORTY SECOND ST
9126663
9/4/2009 1428
FORTIETH ST
9168289
11/24/2009 1105
FORTIETH ST
9118835
8/20/2009 1700
FORTIETH ST
9141322
10/2/2009 0915
WISCONSIN AVE
9129215
9/9/2009 1600
WISCONSIN AVE
9106025
7/27/2009 1500
WISCONSIN AVE
2009 Crash Data
Enter obj name
TENLEY CIR
TENLEY CIR
TENLEY CIR
TENLEY CIR
TENLEY CIR
TENLEY CIR
WISCONSIN AVE
TENLEY CIR
ALBEMARLE ST
WISCONSIN AVE
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
ALBEMARLE ST
WISCONSIN AVE
WISCONSIN AVE
ALBEMARLE ST
WISCONSIN AVE
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
WISCONSIN AVE
FORTIETH ST
ALBERMARLIE ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
ALBEMARLE ST
WISCONSIN AVE
WARREN ST
WISCONSIN AVE
FORTY SECOND ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
VAN NESS ST
ALBEMARLE ST
WARREN ST
ALBEMARLE ST
WARREN ST
ALBEMARLE ST
ALBEMARLE ST
VAN NESS ST
WARREN ST
VAN NESS ST
City Quadran Type of Accident
NW
NW
Prop. Damage
NW
NW
Injury
NW
Injury
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
NW
NW
NW
Prop. Damage
NW
NW
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
NW
Injury
NW
NW
NW
Injury
NW
Injury
NW
NW
NW
NW
NW
NW
NW
NW
Injury
NW
NW
NW
NW
Prop. Damage
NW
NW
Prop. Damage
NW
Injury
NW
Prop. Damage
NW
Injury
NW
Injury
NW
NW
Prop. Damage
NW
Injury
NW
NW
NW
Prop. Damage
NW
NW
Prop. Damage
NW
NW
Prop. Damage
NW
Prop. Damage
NW
Prop. Damage
Type Of Accident1 r of vehicles ir of injured
Hit and Run
2
0
2
0
2
1
2
1
3
1
0
0
2
1
2
0
Hit and Run
2
0
Hit and Run
2
0
2
1
2
0
Hit and Run
2
0
2
0
2
0
Hit and Run
2
0
2
0
2
1
Hit and Run
0
0
2
0
2
2
2
1
2
0
2
1
2
0
2
0
2
0
1
1
1
1
2
1
Hit and Run
2
0
2
1
Hit and Run
2
0
2
0
Hit and Run
2
1
2
0
2
1
2
0
3
2
2
1
3
0
2
0
2
1
Hit and Run
2
0
2
0
2
0
Hit and Run
2
0
2
0
Hit and Run
2
0
2
0
2
0
3
0
Type of Collision
Side Swiped
Side Swiped
Rear End
Side Swiped
Head On
Left Turn Hit Veh.
Side Swiped
Side Swiped
Side Swiped
Side Swiped
Right Angle
Head On
Side Swiped
Parked Vehicle
Rear End
Parked Vehicle
Left Turn Hit Veh.
Right Turn Hit Veh.
Backing Hit Parked Veh.
Side Swiped
Right Angle
Rear End
Rear End
Side Swiped
Side Swiped
Rear End
Side Swiped
Ran Off Roadway
Left Turn Hit Ped.
Right Angle
Backing Hit Parked Veh.
Side Swiped
Side Swiped
Rear End
Rear End
Rear End
Rear End
Side Swiped
Right Angle
Head On
Rear End
Rear End
Parked Vehicle
Backing Hit Parked Veh.
Side Swiped
Rear End
Backing Hit Moving Veh.
Right Angle
Side Swiped
Rear End
Side Swiped
Rear End
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
WARD
9128746
9004033
9134457
9040474
9163399
9040515
9138993
2009 Crash Data
9/8/2009
1/9/2009
9/19/2009
3/27/2009
11/14/2009
3/27/2009
9/27/2009
1600
1605
0457
1640
1730
1945
2048
WISCONSIN AVE
VAN NESS ST
ALBEMARLE ST
VAN NESS ST
WISCONSIN AVE
WISCONSIN AVE
WISCONSIN AVE
VAN NESS ST
FORTY SECOND ST
ALBEMARLE ST
VAN NESS ST
FORTY SECOND ST
WARREN ST
WARREN ST
NW
NW
NW
NW
NW
NW
NW
Prop. Damage
Prop. Damage
Injury
Prop. Damage
2
2
2
2
2
2
2
0
0
1
0
0
0
0
Side Swiped
Head On
Parked Vehicle
Side Swiped
Left Turn Hit Veh.
Backing Hit Parked Veh.
Side Swiped
3
3
3
3
3
3
3
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX G –
EXISTING SIGNAL TIMING SHEETS
(Source: DDOT)
October 21, 2011
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX H –
TECHNIAL SCOPING DOCUMENT
October 21, 2011
AU – Tenley Campus FP
Representing:
Gorove/Slade
Gorove/Slade
Goulston & Storrs
American University
American University
DDOT
DDOT
Time Period
AM Peak Hour
PM Peak Hour
Phone:
202‐540‐1926
202‐540‐1924
202‐721‐1157
202‐885‐1158
202‐885‐2731
202‐674‐1324
202‐671‐2218
REVISED 10/11/11
Program/trip generation assumptions:
 Based on survey of existing WCL population &
observations at existing WCL parking facilities
 Existing trips (not shown) will be removed
from network
Original: August 15, 2011 // Last Updated: October 11, 2011
Project Distribution List
Name
Robert Schiesel
Dan VanPelt
Paul Tummonds
Jerry Gager
Jorge Abud
Jamie Henson
Anna Chamberlin
Preliminary Trip Generation:
Proposed Vehicular Access:
Description of Project:
At least 45 days prior to hearing October 7, 2011
Out
0
86
Email:
rbs@goroveslade.com
dbv@goroveslade.com
ptummonds@goulstonstorrs.com
gagger@american.edu
jorge@american.edu
jamie.henson@dc.gov
anna.chamberlin@dc.gov
In
161
107
Total
161
193
Page 1
Relocation of the Washington College of Law (“WCL” or “Law School”) to the Tenley Campus, which is currently used for AU’s Washington
Semester Program, office/administration space, and student residences. All of the current undergraduate uses on the Tenley Campus (including
the 497 residential beds which currently exist in Congressional Hall) will be relocated to AU’s Main Campus. The Further Processing application
seeks approval of a fully integrated 300,000 square foot law school facility, with underground parking for approximately 400 to 500 cars, which
will be the new home for the 2,000 law students and 500 law school faculty and staff that are proposed for the WCL at the Tenley Campus.
Estimated Date of Study Submittal to DDOT:
December 2011 November 21, 2011
Tenley Circle‐ intersection of Nebraska and Wisconsin Avenues. Primary entrance from Nebraska Avenue; existing access from Yuma Street will be retained
Estimated Date of Hearing:
Site Location:
Further Processing
American University – Tenley Campus
Purpose of Study (PUD, LTR, etc…):
Project Name:
Transportation Impact Study Scoping Form
Count Date
Tuesday, April 20, 2010
Tuesday, April 20, 2010
Wednesday, April 14, 2010
Tuesday, April 20, 2010
Intersections collected by Kimley‐Horn:
Albemarle St & 40th St
Albemarle St & Fort Drive
Van Ness St & 45th St
Van Ness St & Wisconsin Ave
Original: August 15, 2011 // Last Updated: October 11, 2011
We do not propose including horizon years past the build‐out year of the project, due to the modest trip
generation of the proposed Tenley Campus.
Development Scenarios
We propose the including the following scenarios:
 2011 Existing conditions
 2014 Future conditions without the development (Background Conditions)
 2014 Future conditions with development (Total Future Conditions)
Plus, we will add the intersection of 42nd and Albemarle Streets, and re‐count the intersection of 42nd and Yuma
Streets. These will be added to help determine if there will be an impact to school activity. We will also include
all proposed curb cuts to the Tenley Campus in the study area.
Count Date
Tuesday, March 16, 2010
Tuesday, March 16, 2010
Tuesday, March 16, 2010
Tuesday, March 16, 2010
Tuesday, March 16, 2010
Tuesday, March 16, 2010
Intersections collected by Gorove/Slade:
Tenley Circle
Yuma St & 42nd St
Warren St & 42nd St
Nebraska Ave & Warren St
Nebraska Ave & Van Ness St
Nebraska Ave & 42nd St
Roadway Capacity & Operations
Study Area
As we discussed at our meeting on July 11, 2011, we will include the following intersections from the Campus
Plan study:
Gorove/Slade Guidelines & Proposed Scope
Planning Documents
The study will address how the proposed development considers the primary planning documents of the
District, as well as localized studies. We propose that the study include a section addressing the following
documents:
 DC’s Transit Future Plan
 Bicycle Master Plan
 Pedestrian Master Plan
 Rock Creek West Livability Study (RCW2)
Transportation Impact Study Scoping Form
Wisconsin/Warren
Albemarle/Nebraska
Albemarle/Wisconsin
Warren/40th Street
Page 2
We will use the existing data from the DHS study for
Albemarle Wisconsin, and will schedule turning movement
counts for the other three.
1)
2)
3)
4)
The following intersections are going to be added to the
study area:
DDOT Comments/Clarifications
AU – Tenley Campus FP
Original: August 15, 2011 // Last Updated: October 11, 2011
We are aware of the following developments:
 Wesley Theological Seminary Expansion ‐ use traffic study on file
 Wisconsin Avenue Giant PUD ‐ use traffic study on file (Wells & Associates, May 2008)
 DHS‐NAC Master Plan ‐ use draft Master Plan EA from Kimley‐Horn (we will get latest version of plan
from Kimley‐Horn)
 Janney Expansion – we will try to determine what the changes will be and incorporate them into the
study
 AU Campus Plan – we will generate trips per the campus plan based on the portions of the campus plan
Background Developments
The study will account for traffic generated by developments in the study area that have an origin/destination
within the study area. Typically, only approved/entitled developments are included in the list of background
developments.
We propose including all recommendations from the RCW2 study in the Future scenarios.
Area Roadway Improvements
The study should account for approved and funded transportation improvement projects within the study area.
Other planned, but not approved improvements may be appropriate to include.
We propose taking TMCs of 42nd/Yuma and 42nd/Albemarle from 6‐9am and 2‐7pm, during mid‐late September.
The long PM period count is to help identify the amount of traffic at these intersections during school hours in
the afternoon in order to help review potential impacts to school traffic. We will also conduct counts of traffic
all existing curb cuts to the Tenley Campus from 6‐9am and 4‐7pm.
We propose to analyze the AM and PM commuter peak hours, using system peaks within the study area (same
methodology as used in the Campus Plan analyses). Attached to this form is a chart showing survey results from
the existing WCL campus. The results show all responses from drivers (drove alone, drove carpool, and scooter)
for the arrival and departure time questions. The chart shows that the total peak trips generated by the WCL
overlap the existing commuter peak hours, thus indicating no need for hours of analysis outside of the
commuter peak.
Data Collection
We propose using existing TMCs for most intersections within the study as indicated above.
Gorove/Slade Guidelines & Proposed Scope
Hours of Analysis
Typically, the peak hour of commuter traffic is used, for both AM and PM rush hours. Other hours of analysis
may be appropriate given the overall trip generation of the proposed development, and the expected hours of
vehicular demand to and from the site. Land use may also determine the appropriate hours of analysis as some
uses experience their peak demand on weekends and off‐peak from the typical uses.
Transportation Impact Study Scoping Form
Page 3
GS: We will reach out to the school and incorporate any
information we receive into our analyses &
documentation. We have been informed that all changes
to Janney were completed when the new counts were
performed.
DDOT: DDOT does not have any information related to
Janney since it does not go through DDOT approval. You
will need to contact the school directly.
DDOT Comments/Clarifications
AU – Tenley Campus FP
We will remove existing trips from the Tenley Campus based on the counts at existing driveways
We will use trip generation rates developed from counts at existing WCL parking garages and a
transportation survey performed at the existing Law School
We will develop trip rates per parking space based on the peak typical peaking demand at the current
law school. We believe that the peak parking demand will decrease at the new location, but we will use
the maximum number of spaces requested in the application as our independent variable. Thus,
although we don’t think the law school may need all of the spaces requested, we will generate and
assign traffic to all of the requested spaces since the presence of those spaces may negatively influence
the TDM measures and mode split. (Note: this methodology may lead to a higher trip gen than if we
have used total law school population as our independent variable). If the number of spaces requested
in the application does not exceed our demand estimates, we may adjust this methodology (if so, we
will let you know how we plan to proceed)
Trips for the existing law school will not be removed from the network
Original: August 15, 2011 // Last Updated: October 11, 2011
Site Trip Distribution & Assignment
We propose to use trip distribution assumptions based on the answers from the transportation survey of the
existing WCL population (we asked for zip codes). As per our discussion, we will closely review the distribution
and assignment assumption to ensure they account for potential neighborhood cut‐through.
Using similar methodologies, mostly based on the survey response from the existing WCL, we will also generate
trip generation estimates for pedestrians, cyclists and transit riders.
•
•
•
•
Site Trip Generation
We propose using a similar methodology to the Campus Plan.
We propose using the same rate as the Campus Plan, which was a 1% total for 10 years (which was based on a
review of MWCOG model forecasts contained in the 2009 Constrained Long Range Plan, Version 2.2 as stated in
the DHS‐NAC Master Plan draft report from Kimley‐Horn). We will convert this to a rate per year to adjust for
the different timeline of the further processing application.
Background Growth
The study will account for through traffic within the study area from future developments that do not have
origins or destinations within the study area.
We may need some guidance on how to account for the Janney expansion.
Gorove/Slade Guidelines & Proposed Scope
expected to be complete before the Tenley Campus
Transportation Impact Study Scoping Form
Page 4
Once we complete our trip generation calculations we will
forward it on for your review. The new trip generation
calculations are attached to this form.
GS: Per our last discussion, we will have separate DOAs;
one for AM in and PM out, and one for PM in.
We are conducting new counts at the existing WCL parking
garage on Mass Ave. We plan to use these counts
combined with the survey answers to determine the trip
generation for the entire campus. For example, the
surveys will show that a certain percentage of parkers use
the garage. So once we determine how much traffic the
garage generates, we can factor it up based on the
percentage of the population we know uses that garage.
This way we can account for parking facilities we cannot
count ins/outs directly, such as on‐street parking.
GS: We plan to include the main campus projections within
the background developments. They will be incorporated
into the Future conditions without the development
scenario.
DDOT: Make sure to include the main campus projections
DDOT Comments/Clarifications
AU – Tenley Campus FP
Original: August 15, 2011 // Last Updated: October 11, 2011
The study will take the multi‐modal trip generation estimates and distribute them onto the network to identify
the potential major and minor routes that people will use to and from the proposed development.
Bicycle & Pedestrian Facilities
The study will identify existing and proposed pedestrian & bicycle service to the site. The site plan’s
accommodation of pedestrians and bicycles will be discussed, including identifying widths of sidewalks, any on‐
site bicycle pathways, and short and long‐term bicycle parking.
For any intersection that has a crash rate greater than 1.0/MEV, we will examine the crash data for patterns that
could indicate reasons why a high crash rate occurs. We will also review each intersection for potential impacts
with the development in place, including discussion if/how the development would affect the crash rate (this
will include discussion of impacts of the RCW2 recommendations at these intersections).
We propose to show three years of crash data for all intersections within the roadway operations study area.
We will calculate crash rates per million entering vehicles for all intersections within the study area. We will
also breakdown the number of bicycle and pedestrian crashes at these intersections.
For mitigation measures necessary because of the site development, we will include a more detailed analysis,
including sketches of improvements and operational details, as necessary depending on the specific
improvement recommended. Proposed signal timings changes will be made within the parameters of the
timings received by DDOT, unless specifically mentioned within discussion of the mitigation measures.
Safety
The study should present the results of the safety analysis that demonstrates that the site will not create or
exacerbate existing safety issues for all modes of travel.
We propose performing the analysis in Synchro 7, and reporting the results in delay and LOS using HCM 2000
methodologies. We will request signal timings from DDOT, and will use those in our Synchro models. We will
highlight all LOS F conditions per intersection and approach. For each LOS F we will suggest potential mitigation
measures, split into two groups: (1) locations where LOS F conditions are generated regardless of site
development and (2) those locations where LOS F conditions are generated by the site. We will include
discussion on the appropriateness and feasibility of potential improvements. All unsignalized locations with LOS
F will be checked against signal warrants. All suggested mitigation measures incorporating turn lanes will
include queuing information (including the proposed access on Nebraska Avenue).
DDOT: Please be sure to submit all Synchro files
electronically.
Analysis Methodology
Capacity analyses are typically performed using Highway Capacity Manual (HCM) methodologies using an
industry recognized software package. Any overall intersection approach LOS that is shown at grade “F” will be
highlighted in the study.
Page 5
GS: Based on comments on the Campus Plan study, we
plan on adjusting Synchro defaults for PHF (measured PHF
by approach from the counts), percent heavy vehicles (5%
instead of 2%), and lane widths (actual measurements).
DDOT Comments/Clarifications
AU – Tenley Campus FP
Gorove/Slade Guidelines & Proposed Scope
Transportation Impact Study Scoping Form
Original: August 15, 2011 // Last Updated: October 11, 2011
Potential impacts to residential parking will be addressed. The study will collect parking inventory and
occupancy data for on‐street parking within a 10‐minute walk of the site boundaries (see attached map). This
data will be used to identify places where spill‐over parking may occur, and to suggest changes to parking
regulations to minimize this activity.
Streetscape/Public Realm
DDOT expects new developments to rehabilitate streetscape infrastructure between the curb and property
lines. The applicant must work closely with DDOT, OP and the Public Space Committee to ensure that design of
the public realm meets current standards.
As discussed, we plan on preparing a map showing a ‘before and after’ of the roadways at the property
boundary, identifying changes to curbside management (curb cuts, bus stops, bike parking, on‐street parking,
etc…).
Parking
The study will include parking demand estimates and comparisons with the proposed parking supply, using data
from the existing WCL. A discussion on supply vs. demand will be included, focusing on if the supply reaches a
balance between accommodating all users while not encouraging driving as a mode.
The study will contain access diagrams showing routes for loading, parking access, and pick‐up/drop‐off activity
for the site. The study will include a discussion of how the access plan was developed and if it meets DDOTs
requirements and standards. Sight distance triangles will be provided with all new curb cuts. Truck
maneuvering diagrams will be provided for all loading docks.
Site Access & Loading
DDOT prefers that loading take place in private space and that no back‐up maneuvers take place in the public
realm, whether in public space of in areas of private spaces accessible to the general public. New curb cuts
need to demonstrate that they meet District standards, including sight distance.
Page 6
GS: We will incorporate text within our report on those
items, and will indicate where in the site plan package that
DDOT: Curb cuts and vaults will need to be discussed.
GS: After developing the vehicular trip generation, we can
determine the trip generation for other modes using
answers from the survey of existing WCL population. We
will take the vehicular trip generation and factor it
up/down based on the relative mode split percentages
from the survey. The new trip generation calculations are
attached to this form.
DDOT: How will trip generation and mode split be
calculated for transit?
Transit Service
The study will identify existing and proposed transit facilities that serve the site. The site plan’s accommodation
of transit service, including any changes to bus stops necessary due to development will be discussed.
The study will take the multi‐modal trip generation estimates and distribute them onto the network to identify
the potential amount of new transit riders per route that people will use to and from the proposed
development.
DDOT Comments/Clarifications
AU – Tenley Campus FP
Gorove/Slade Guidelines & Proposed Scope
Transportation Impact Study Scoping Form
Original: August 15, 2011 // Last Updated: October 11, 2011
Proposed Schedule:
 DDOT comments on scoping doc: 8/26/2011 Complete
 Gorove/Slade responses to comments: 9/9/2011 Complete
 Finalization of scoping: 9/16/2011 Complete
 Data Collection: Mid‐Late September 2011 Complete
 Submission of Report to DDOT: At least 45 days prior to hearing 10/7/2011 10/21/11
 Zoning Commission Hearing: December 2011 11/21/2011
Information/Data Requests:
 Any information on Janney Expansion
The study will include a description of the recommended TDM plan for the development and a list of proposed
commitments for the Zoning Commission. The TDM plan components will be compared to those recommended
for projects of its size within DDOT’s TDM guidelines. The TDM recommendations are expected to build from
those contained in the AU Campus Plan.
Gorove/Slade Guidelines & Proposed Scope
The streetscape and public realm elements of the development will be covered outside of the Transportation
Impact Study.
Transportation Demand Management
DDOT requires the applicant in all major development review cases to produce a TDM plan. The Incorporation
of Transportation Demand Management into the Development Review Process document located on DDOT’s
website provides guidance.
Transportation Impact Study Scoping Form
Page 7
DDOT Comments/Clarifications
accompanies the submission details drawings can be found
(if needed).
AU – Tenley Campus FP
Original: August 15, 2011 // Last Updated: October 11, 2011
Transportation Impact Study Scoping Form
Page 8
AU – Tenley Campus FP
101
100
96
95
94
93
116
108
11
70
71
74
86
85
88
87
1
107
106
11
113
112
120
75
79
78
84
83
92
91
98
97
103
102
115
114
118
119
109
104
0
123
9
69
68
6
5
1
2
11
12
12
5
59
3
58
130
50
51
20
15
16
19
62
56
63
134
22
21
46
47
XXX
43
42
39
37
33
34
29
30
55
124
66
67
Original: August 15, 2011 // Last Updated: October 11, 2011
th
117
8
122
10
7
121
64
127
12
6
49
25
57
54
th
65
105
89
72
99
90
80
73
82
81
77
76
44
66
61
128
60
13
4
132
17
133
18
23
24
38
26
13
5
28
131
14
48
27
31
35
40
32
36
41
129
45
147
148
146
145
144
143
141
142
139
140
- Block Face Number
- 10-Minute Walkshed at 4 ft/sec
- American University Campuses
52
53
6
13
13
13 7
8
Transportation Impact Study Scoping Form
d.
oR
Ren
Page 9
AU – Tenley Campus FP
0
23
23
0
0
0
1
7
8
5
102
107
23
63
86
Car
Passenger
69
92
161
Drove (total)
Original: August 15, 2011 // Last Updated: October 11, 2011
8am to 9am – Inbound
Faculty/Staff
Students
Total
5pm to 6pm – Inbound
Faculty/Staff
Students
Total
5pm to 6pm – Outbound
Faculty/Staff
Students
Total
Revised Trip Generation
Transportation Impact Study Scoping Form
7
43
50
0
47
47
17
92
109
Transit
(Total)
0
2
2
0
0
0
0
7
7
Bike
0
11
11
2
8
10
0
16
16
Walk
31
126
157
7
157
164
86
230
316
Total Trips
Page 10
AU – Tenley Campus FP
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX I –
EXISTING (2010/2011) CONDITIONS
CAPACITY ANALYSIS WORKSHEETS
October 21, 2011
HCM Signalized Intersection Capacity Analysis
101: Albemarle St & 42nd St
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
93
1900
12
136
1900
16
9.0
1.00
0.98
0.96
0.99
0.98
1867
0.79
1498
0.82
166
0
303
20
1900
12
13
1900
12
35
1900
12
15
1900
12
25
1900
12
0.79
44
0
0
59
0.87
17
0
0
115
0.87
9
0
0
518
0.90
28
0
0
518
95
1900
10
9.0
1.00
0.94
0.93
0.96
0.99
1199
0.90
1092
0.90
106
0
181
42
1900
12
0.79
16
0
0
109
196
1900
10
9.0
1.00
0.98
0.99
1.00
1.00
1271
0.97
1232
0.87
225
0
251
8
1900
12
0.82
24
0
0
109
122
1900
10
9.0
1.00
0.97
0.99
0.97
1.00
1366
0.95
1297
0.79
154
0
214
0.82
113
0
0
59
5
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
Perm
4
23
11
Perm
8
4
8
Perm
2
6
2
6
14.0
14.0
0.28
9.0
419
14.0
14.0
0.28
9.0
363
18.0
18.0
0.36
9.0
444
18.0
18.0
0.36
9.0
393
c0.20
0.72
16.3
1.00
10.4
26.6
C
26.6
C
0.17
0.59
15.5
0.73
3.6
14.9
B
14.9
B
c0.20
0.57
12.9
1.00
5.1
18.0
B
18.0
B
0.17
0.46
12.3
1.00
3.8
16.1
B
16.1
B
19.7
0.63
50.0
63.9%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.90
47
0
0
115
B
18.0
B
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
54
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1492
0.39
616
0.95
57
0
57
160
217
1900
9
7.0
1.00
0.97
1.00
0.95
1.00
1501
1.00
1501
0.95
228
1
336
104
1900
12
60
1900
12
63
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
314
0
0
0
Perm
0.95
32
0
0
311
2
10
0.95
0
0
0
311
0
pm+pt
7
4
37.0
37.0
0.37
4.0
324
0.02
0.05
0.18
21.9
1.09
1.1
25.0
C
0.95
66
0
0
160
1
0
1866
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4571
1.00
4571
0.95
1964
1
1986
22
1900
12
0.95
63
0
0
75
881
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4499
1.00
4499
0.95
927
3
956
30
1900
12
0.95
109
0
0
75
148
1900
9
7.0
1.00
0.94
0.99
0.97
0.99
1453
0.83
1214
0.95
156
11
274
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
4
0
0
0
0
0
8
2
6
22.0
22.0
0.22
7.0
267
51.0
51.0
0.51
5.0
2294
0.21
51.0
51.0
0.51
5.0
2331
c0.43
0.42
15.2
0.76
0.5
12.0
B
12.0
B
0.85
21.2
1.00
4.2
25.4
C
25.4
C
0.95
23
0
0
314
2
12
8
37.0
37.0
0.37
7.0
555
c0.22
c0.23
1.03
39.0
1.00
62.1
101.1
F
101.1
F
0.61
25.6
1.08
4.6
32.3
C
31.2
C
28.5
0.91
100.0
90.8%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
19.0
E
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
103: Albemarle St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
WBT
WBR
SBL
SBR
0
302
Free
0%
0.95
318
43
10.0
4.0
3
233
Free
0%
0.95
245
25
10.0
4.0
2
0
101
Stop
0%
0.95
106
130
14.0
4.0
13
42
None
None
330
334
0.95
0
0.95
0
0.95
44
375
0.95
718
418
375
4.1
676
6.4
418
6.2
2.2
100
1019
3.5
68
337
3.3
92
533
EB 1
318
0
0
1700
0.19
0
0.0
WB 1
245
0
0
1700
0.14
0
0.0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
SB 1
106
106
0
337
0.32
33
20.5
C
18.1
C
3.8
34.0%
15
SB 2
44
0
44
533
0.08
7
12.4
B
ICU Level of Service
A
Synchro 7 - Report
Page 3
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
36
318
Free
0%
0.95
335
43
10.0
4.0
3
49
121
88
22
0
0.95
93
0.95
23
0.95
28
0.95
0
0
Stop
0%
0.95
0
130
0.0
4.0
0
0
0.95
127
77
Stop
0%
0.95
81
36
10.0
4.0
3
27
0.95
52
211
Free
0%
0.95
222
25
10.0
4.0
2
0.95
38
None
0.95
0
None
393
271
0.86
445
0.97
422
0.87
1038
0.87
1172
0.97
422
0.87
1183
0.87
1151
0.86
441
273
4.1
390
4.1
897
7.1
1050
6.5
389
6.2
1063
7.1
1026
6.5
269
6.2
2.2
97
1095
2.2
88
1091
3.5
87
185
4.0
50
163
3.3
95
607
3.5
100
87
4.0
100
168
3.3
100
636
EB 1
424
38
52
1095
0.03
3
1.1
A
1.1
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
WB 1
442
127
93
1091
0.12
10
3.4
A
3.4
NB 1
23
23
0
185
0.13
10
27.2
D
39.7
E
7.2
66.9%
15
NB 2
109
0
28
201
0.54
72
42.4
E
ICU Level of Service
C
Synchro 7 - Report
Page 4
HCM Signalized Intersection Capacity Analysis
105: Albemarle St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
65
1900
11
5.0
1.00
1.00
0.97
1.00
0.95
1606
0.39
666
0.88
74
0
74
42
Perm
232
1900
14
5.0
1.00
1.00
1.00
1.00
1.00
1921
1.00
1921
0.88
264
0
269
4
1900
12
45
1900
10
5.0
1.00
1.00
0.94
1.00
0.95
1512
0.41
654
0.78
58
0
58
70
Perm
218
1900
10
5.0
1.00
1.00
1.00
1.00
1.00
1689
1.00
1689
0.78
279
0
279
0
1900
12
3
1900
12
31
1900
12
2
1900
12
0.80
4
0
0
14
Perm
0.80
39
0
0
20
0.93
2
0
0
20
Perm
570
1900
10
5.0
0.95
0.99
1.00
0.97
1.00
3082
0.95
2942
0.93
613
0
760
135
1900
12
0.78
0
0
0
42
358
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3150
0.95
2996
0.80
448
0
491
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
0.88
5
0
0
70
4
4
26.0
26.0
0.26
5.0
173
0.11
0.43
30.8
0.89
7.3
34.6
C
8
8
26.0
26.0
0.26
5.0
170
26.0
26.0
0.26
5.0
499
0.14
0.09
0.34
30.0
1.00
5.4
35.4
D
0.54
31.8
0.90
4.0
32.7
C
33.1
C
20.4
0.47
100.0
59.3%
15
2
6
2
26.0
26.0
0.26
5.0
439
c0.17
0.64
32.8
1.00
6.9
39.7
D
38.9
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.93
145
0
0
14
6
64.0
64.0
0.64
5.0
1917
64.0
64.0
0.64
5.0
1883
0.16
0.26
7.8
1.99
0.3
15.7
B
15.7
B
c0.26
0.40
8.7
1.00
0.6
9.4
A
9.4
A
C
10.0
B
Synchro 7 - Report
Page 5
HCM Signalized Intersection Capacity Analysis
106: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
28
0
0.92
0
0
0
0.92
0
0
0
0.89
0
0
0
94
1900
14
5.0
0.95
0.98
1.00
0.90
1.00
1528
1.00
1528
0.89
106
72
235
0
15
0
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
0.0
A
27.2
0.45
100.0
44.4%
15
WBR
NBL
NBT
NBR
SBL
SBT
SBR
436
1900
14
2.0
0.95
1.00
1.00
0.85
1.00
1559
1.00
1559
0.89
490
66
223
28
15
0
custom
2 6 8 10 11
0
1900
12
0
1900
12
0
1900
12
0
1900
12
3
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.94
0
0
0
623
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
3207
1.00
3207
0.94
663
0
666
0
0
0
0
0
0
62.0
60.0
0.60
77.0
77.0
0.77
917
c0.15
1200
0.14
0.26
9.5
2.10
0.6
20.4
C
10.7
B
0.19
3.1
0.00
0.3
0.3
A
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.94
3
0
0
4
24.0
24.0
0.24
9.0
770
c0.21
0.86
36.4
0.83
11.7
41.9
D
41.9
D
0.0
A
C
19.0
A
Synchro 7 - Report
Page 6
HCM Unsignalized Intersection Capacity Analysis
107: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.89
0
194
0
0.92
0
623
Free
0%
0.94
663
0
0.89
218
0
Free
0%
0.92
0
None
None
175
69
0.80
663
0.80
331
0.80
663
93
6.9
0
7.0
93
4.2
3.5
100
714
3.3
75
864
2.2
100
1188
EB 1
218
0
218
864
0.25
25
10.6
B
10.6
B
SB 1
331
0
0
1700
0.19
0
0.0
SB 2
331
0
0
1700
0.19
0
0.0
0.94
0
0.0
2.6
44.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 7
HCM Unsignalized Intersection Capacity Analysis
108: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
77
Stop
0%
0.92
84
0
0
Free
0%
0.92
0
0
0
0.92
0
0.94
0
817
Free
0%
0.94
869
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
110
134
0.81
435
0
0
0
6.9
0
7.0
0
4.2
3.5
90
818
3.3
100
1075
2.2
100
1600
WB 1
84
84
0
818
0.10
9
9.9
A
9.9
A
SB 1
435
0
0
1700
0.26
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
SB 2
435
0
0
1700
0.26
0
0.0
0.0
0.9
46.1%
15
ICU Level of Service
A
Synchro 7 - Report
Page 8
HCM Signalized Intersection Capacity Analysis
109: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1560
1900
10
12.0
0.91
0.96
1.00
0.98
1.00
4315
1.00
4315
0.97
1608
0
1855
240
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
228
1900
12
0.92
0
0
0
77
0
0.92
0
0
0
6
10
0.92
0
0
0
39
0
0.92
0
0
0
0.92
0
0
0
0.94
243
0
0
653
1900
16
5.0
0.95
1.00
1.00
1.00
0.99
3835
0.99
3835
0.94
695
1
951
13
1900
12
0.97
247
0
0
77
0
890
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.92
967
0
967
0
0
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
0.97
0
0
0
6
0
0
8 12
0
26
0
0.94
14
0
0
39
0
4
4
55.0
53.0
0.53
62.0
60.0
0.60
2287
c0.43
2767
0.21
0.81
19.4
0.20
1.7
5.6
A
5.6
A
0.35
10.1
0.62
0.3
6.6
A
6.6
A
9.6
0.95
100.0
75.5%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
28.0
28.0
0.28
5.0
1074
0.25
0.89
34.5
0.34
8.9
20.6
C
20.6
C
0.0
A
A
29.0
D
Synchro 7 - Report
Page 9
HCM Signalized Intersection Capacity Analysis
110: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1788
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.97
1843
0
1843
0
1900
12
0
1900
12
146
1900
12
161
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
77
0
0.92
159
0
0
6
0
0.91
177
0
0
484
1900
15
5.0
0.95
1.00
1.00
0.98
0.99
3669
0.99
3669
0.91
532
9
779
72
1900
12
0.97
0
0
0
77
8
729
1900
10
2.0
0.95
1.00
1.00
0.97
1.00
3119
1.00
3119
0.92
792
22
929
0.91
79
0
0
22
0
0.92
0
0
0
22
0
0.92
0
0
0
0.92
0
0
0
0
0
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
0.97
0
0
0
6
0
0
2 12
0
0
Perm
68
0
10
10
62.0
60.0
0.60
55.0
55.0
0.55
2767
c0.40
1715
0.30
0.67
13.3
0.20
0.7
3.4
A
3.4
A
0.54
14.4
0.20
1.1
4.0
A
4.0
A
5.9
0.72
100.0
75.5%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
28.0
28.0
0.28
5.0
1027
0.21
0.76
32.9
0.30
4.0
14.0
B
14.0
B
0.0
A
A
15.0
D
Synchro 7 - Report
Page 10
HCM Unsignalized Intersection Capacity Analysis
111: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
0
77
0.91
85
0
Free
0%
0.92
0
0
0.92
0
530
Free
0%
0.91
582
None
None
202
152
0
0
460
6.9
0
7.0
0
4.2
3.5
100
494
3.3
100
1075
2.2
95
1600
NB 1
279
85
0
1600
0.05
4
2.5
A
1.1
NB 2
388
0
0
1700
0.23
0
0.0
Existing Conditions (2010/2011)
AM Peak Hour
10/13/2011
EBL
460
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
1.1
46.1%
15
0.92
0
ICU Level of Service
A
Synchro 7 - Report
Page 11
HCM Unsignalized Intersection Capacity Analysis
112: Yuma Street & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.78
0
9
14.0
4.0
1
60
547
Free
0%
0.78
701
83
0
0.78
106
0.92
0
0
Free
0%
0.92
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.78
77
None
None
107
247
0.82
763
0.82
413
0.82
817
272
6.9
0
7.0
337
4.2
3.5
100
558
3.3
91
873
2.2
100
973
WB 1
77
0
77
873
0.09
7
9.5
A
9.5
A
NB 1
468
0
0
1700
0.28
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
NB 2
340
0
106
1700
0.20
0
0.0
0.0
0.8
28.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 12
HCM Unsignalized Intersection Capacity Analysis
113: Yuma St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.77
0
70
13.0
4.0
6
106
0
0.92
0
812
Free
0%
0.77
1055
81
0.77
138
0
Free
0%
0.92
0
None
None
216
103
0.77
650
0.77
1230
637
6.9
0
7.0
706
4.2
3.5
100
291
3.3
82
777
2.2
100
628
EB 1
138
0
138
777
0.18
16
10.6
B
10.6
B
SB 1
703
0
0
1700
0.41
0
0.0
SB 2
457
0
105
1700
0.27
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
10/13/2011
EBL
0.77
1177
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
0.77
105
0.0
1.1
38.7%
15
ICU Level of Service
A
Synchro 7 - Report
Page 13
HCM Unsignalized Intersection Capacity Analysis
114: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.92
0
0
0
Free
0%
0.92
0
0
205
0.92
0
0.79
259
713
Free
0%
0.79
903
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
123
196
0.79
970
0
0
425
6.9
0
7.0
0
4.2
3.5
100
363
3.3
100
1075
2.2
84
1600
SB 1
560
259
0
1600
0.16
14
4.4
A
2.1
SB 2
602
0
0
1700
0.35
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
2.1
46.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 14
HCM Unsignalized Intersection Capacity Analysis
115: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
205
Yield
0%
0.92
223
0
0
0.79
0
0
Free
0%
0.92
0
0
0.92
0
512
Free
0%
0.79
648
None
None
117
88
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
324
0
0
324
6.9
0
7.0
0
4.2
3.5
65
637
3.3
100
1075
2.2
100
1600
EB 1
223
223
0
637
0.35
39
13.7
B
13.7
B
NB 1
324
0
0
1700
0.19
0
0.0
NB 2
324
0
0
1700
0.19
0
0.0
0.92
0
0.0
3.5
57.8%
15
ICU Level of Service
B
Synchro 7 - Report
Page 15
HCM Signalized Intersection Capacity Analysis
116: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
1
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.79
1
0
0
0.79
0
0
0
0
0
0
0
0.92
0
0
0
68
0
713
1900
10
28.0
0.95
1.00
1.00
1.00
1.00
3208
1.00
3208
0.79
903
0
904
1
1900
12
0.92
0
0
0
512
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1347
1.00
1347
0.79
648
0
324
0
1900
12
0.92
0
0
0
68
0
0
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1364
0.99
1354
0.79
0
0
325
0
3
Prot
2
0
0
3
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
0
Perm
2
0.79
1
0
0
8
2
27.0
27.0
0.27
47.0
366
0.0
A
0.0
A
33.0
0.59
100.0
60.3%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.24
0.89
35.0
1.55
24.2
78.6
E
78.8
E
27.0
27.0
0.27
47.0
364
c0.24
100.0
100.0
1.00
28.0
3208
c0.28
0.89
35.1
1.55
24.6
79.0
E
0.28
0.0
1.00
0.2
0.2
A
0.2
A
C
47.0
B
Synchro 7 - Report
Page 16
HCM Unsignalized Intersection Capacity Analysis
117: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
EBR
NBL
NBT
SBT
SBR
1
Stop
0%
0.33
3
3
0
0.79
0
700
Free
0%
0.79
886
0
0.33
9
500
Free
0%
0.79
633
None
None
822
258
SB 1
443
0
0
1700
0.26
0
0.0
SB 2
443
0
0
1700
0.26
0
0.0
443
886
1203
6.9
443
7.0
886
4.2
3.5
98
173
3.3
98
554
2.2
100
741
EB 1
12
3
9
357
0.03
3
15.4
C
15.4
C
NB 1
316
0
0
1700
0.19
0
0.0
NB 2
316
0
0
1700
0.19
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
10/13/2011
EBL
1203
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
0.0
0.79
0
0.0
0.1
29.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 17
HCM Unsignalized Intersection Capacity Analysis
118: Yuma St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
18
0.71
25
Stop
141
0.71
199
23
0.71
32
8
0.67
12
Stop
62
0.67
93
16
0.67
24
6
0.91
7
Stop
137
0.91
151
20
0.91
22
22
0.84
26
Stop
127
0.84
151
12
0.84
14
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
256
25
32
0.03
5.1
0.37
653
11.1
11.1
B
WB 1
128
12
24
-0.01
5.3
0.19
616
9.5
9.5
A
NB 1
179
7
22
0.02
5.3
0.26
631
10.1
10.1
B
SB 1
192
26
14
0.07
5.3
0.28
627
10.4
10.4
B
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
10.4
B
37.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 18
HCM Unsignalized Intersection Capacity Analysis
119: Yuma St & Tenley Parking
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
WBL
WBT
NBL
NBR
170
Free
0%
0.78
218
1
14.0
4.0
0
14
3
0.65
5
3
Stop
0%
0.58
5
12
16.0
4.0
1
4
0.78
18
85
Free
0%
0.65
131
4
14.0
4.0
0
EB 1
236
0
18
1700
0.14
0
0.0
Existing Conditions (2010/2011)
AM Peak Hour
10/13/2011
EBT
None
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
0.0
0.58
7
None
WB 1
135
5
0
1283
0.00
0
0.3
A
0.3
248
380
243
248
4.1
380
6.4
243
6.2
2.2
100
1283
3.5
99
605
3.3
99
775
NB 1
12
5
7
692
0.02
1
10.3
B
10.3
B
0.4
22.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 19
HCM Unsignalized Intersection Capacity Analysis
120: Yuma St & Tenley Loading
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
WBL
WBT
NBL
NBR
175
Free
0%
0.78
224
1
14.0
4.0
0
0
0
0.65
0
1
Stop
0%
0.50
2
25
12.0
4.0
2
1
0.78
0
90
Free
0%
0.65
138
14
14.0
4.0
1
0.50
2
None
EB 1
224
0
0
1700
0.13
0
0.0
WB 1
138
0
0
1272
0.00
0
0.0
0.0
0.0
Existing Conditions (2010/2011)
AM Peak Hour
10/13/2011
EBT
None
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
249
389
263
249
4.1
389
6.4
263
6.2
2.2
100
1272
3.5
100
596
3.3
100
742
NB 1
4
2
2
661
0.01
0
10.5
B
10.5
B
0.1
25.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 20
HCM Unsignalized Intersection Capacity Analysis
121: Yuma St & Tenley Driveway
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
WBL
WBT
NBL
NBR
175
Free
0%
0.78
224
0
0
0.65
0
0
Stop
0%
0.92
0
15
8.0
4.0
1
0
0.78
0
85
Free
0%
0.65
131
15
14.0
4.0
1
0.92
0
None
EB 1
224
0
0
1700
0.13
0
0.0
WB 1
131
0
0
1299
0.00
0
0.0
0.0
0.0
Existing Conditions (2010/2011)
AM Peak Hour
10/13/2011
EBT
None
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
239
370
254
239
4.1
370
6.4
254
6.2
2.2
100
1299
3.5
100
619
3.3
100
759
NB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
0.0
24.8%
15
ICU Level of Service
A
Synchro 7 - Report
Page 21
HCM Unsignalized Intersection Capacity Analysis
122: Warren St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
1
Stop
0%
0.80
1
12
10.0
4.0
1
15
172
Free
0%
0.79
218
6
36
0.79
8
0.96
38
155
Free
0%
0.96
161
1
11.0
4.0
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.80
19
None
None
470
235
237
470
6.4
235
6.2
237
4.1
3.5
100
526
3.3
98
790
2.2
97
1301
WB 1
20
1
19
766
0.03
2
9.8
A
9.8
A
NB 1
225
0
8
1700
0.13
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
0.0
SB 1
199
38
0
1301
0.03
2
1.7
A
1.7
1.2
34.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 22
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
13
Stop
0%
0.69
19
54
10.0
4.0
4
12
8
7
14
6
0.56
12
0.89
16
0.89
24
0.80
8
706
Free
0%
0.80
882
6
10.0
4.0
0
8
0.56
14
529
Free
0%
0.89
594
4
10.0
4.0
0
21
0.69
17
3
Stop
0%
0.56
5
34
10.0
4.0
2
0.69
0
None
None
695
385
1306
1640
504
1159
1633
349
946
652
1306
7.6
1640
6.6
504
7.0
1159
7.6
1633
6.6
349
7.0
946
4.2
652
4.2
3.5
100
96
4.0
79
88
3.3
96
485
3.5
87
108
4.0
94
89
3.3
98
621
2.2
98
676
2.2
99
889
EB 1
36
0
17
144
0.25
23
38.1
E
38.1
E
WB 1
32
14
12
151
0.21
19
35.2
E
35.2
E
NB 1
313
16
0
676
0.02
2
0.8
A
0.4
NB 2
321
0
24
1700
0.19
0
0.0
SB 1
449
8
0
889
0.01
1
0.3
A
0.1
SB 2
451
0
10
1700
0.27
0
0.0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
1.8
41.1%
15
ICU Level of Service
0.80
10
A
Synchro 7 - Report
Page 23
HCM Unsignalized Intersection Capacity Analysis
124: Warren St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
92
Free
0%
0.76
121
6
10.0
4.0
0
2
7
4
2
6
0.70
6
0.46
4
0.46
17
0.50
12
5
Stop
0%
0.50
10
4
10.0
4.0
0
5
0.70
10
1
Stop
0%
0.46
2
5
10.0
4.0
0
8
0.76
3
17
Free
0%
0.70
24
0.76
8
None
0.50
10
None
229
34
129
211
197
127
208
196
37
34
4.1
129
4.1
211
7.1
197
6.5
127
6.2
208
7.1
196
6.5
37
6.2
2.2
99
1554
2.2
99
1434
3.5
99
708
4.0
100
681
3.3
98
912
3.5
98
715
4.0
99
682
3.3
99
1019
EB 1
132
8
3
1554
0.01
0
0.5
A
0.5
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
WB 1
40
10
6
1434
0.01
1
1.9
A
1.9
NB 1
24
4
17
842
0.03
2
9.4
A
9.4
A
3.0
18.6%
15
SB 1
32
12
10
776
0.04
3
9.8
A
9.8
A
ICU Level of Service
A
Synchro 7 - Report
Page 24
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
1900
12
51
1900
10
5.0
1.00
0.99
1.00
0.95
1.00
1337
0.97
1305
0.73
70
30
103
37
1900
12
47
1900
12
9
1900
12
3
1900
12
29
1900
12
0.69
13
0
0
9
0
0.90
3
0
0
134
0
0.90
11
0
0
87
0
0.92
32
0
0
87
0
1728
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4496
0.90
4054
0.92
1878
0
1920
9
1900
12
0.69
68
0
0
11
0
846
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
2793
0.95
2645
0.90
940
0
954
10
1900
12
0.73
51
0
0
11
0
13
1900
10
5.0
1.00
1.00
0.99
0.98
0.97
1338
0.57
792
0.69
19
7
93
0.73
12
0
0
9
0
0
10
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
0
11
Perm
4
Perm
4
4
0
30
4
15
Perm
2
6
2
6
13.0
13.0
0.13
5.0
1.0
170
13.0
13.0
0.13
5.0
1.0
103
73.0
73.0
0.73
9.0
1.0
1931
73.0
73.0
0.73
9.0
1.0
2959
0.08
0.60
41.1
1.07
4.1
48.2
D
48.2
D
c0.12
0.90
42.9
1.00
57.6
100.5
F
100.5
F
0.36
0.49
5.7
0.55
0.7
3.8
A
3.8
A
c0.47
0.65
6.9
0.69
0.8
5.6
A
5.6
A
10.0
0.69
100.0
77.1%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.92
10
0
0
134
0
A
14.0
D
Synchro 7 - Report
Page 25
HCM Unsignalized Intersection Capacity Analysis
126: Van Ness St & 45th St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBT
EBR
WBL
WBT
NBL
NBR
Stop
122
0.95
128
6
0.95
6
16
0.95
17
Stop
115
0.95
121
Stop
10
0.95
11
113
0.95
119
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
135
0
6
0.06
4.4
0.16
791
8.3
8.3
A
WB 1
138
17
0
0.11
4.4
0.17
775
8.4
8.4
A
NB 1
129
11
119
-0.45
4.1
0.15
829
7.8
7.8
A
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
8.1
A
34.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 26
HCM Signalized Intersection Capacity Analysis
127: Van Ness St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
14
1900
12
441
1900
11
6.0
1.00
1.00
1.00
1.00
1.00
1743
0.99
1725
0.96
459
0
478
4
1900
12
92
1900
10
6.0
1.00
1.00
1.00
1.00
0.95
1604
0.25
428
0.95
97
0
97
22
0
172
1900
11
6.0
1.00
1.00
1.00
1.00
1.00
1744
1.00
1744
0.95
181
1
183
3
1900
12
11
1900
12
273
1900
12
7
1900
12
0.91
12
0
0
43
0
0.91
300
0
0
14
0
0.82
9
0
0
14
0
665
1900
10
6.0
0.95
0.99
1.00
0.99
1.00
3146
0.94
2974
0.82
811
3
854
30
1900
12
0.95
3
0
0
4
0
7
503
1900
10
6.0
0.95
0.98
1.00
0.95
1.00
2954
0.94
2778
0.91
553
45
820
0.96
15
0
0
4
0
0
0.96
4
0
0
22
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
0
Perm
4
Perm
8
4
8
29.0
29.0
0.29
6.0
124
29.0
29.0
0.29
6.0
500
c0.28
0.96
34.9
1.00
30.7
65.6
E
65.6
E
0.23
0.78
32.6
1.24
26.0
66.5
E
23.0
0.65
100.0
83.9%
15
3
Perm
2
6
2
29.0
29.0
0.29
6.0
506
0.11
0.36
28.2
1.25
1.3
36.5
D
46.9
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
3
0.82
37
0
0
43
0
6
59.0
59.0
0.59
6.0
1639
59.0
59.0
0.59
6.0
1755
c0.30
0.50
11.9
0.52
0.7
7.0
A
7.0
A
0.29
0.49
11.8
0.57
0.9
7.7
A
7.7
A
C
12.0
E
Synchro 7 - Report
Page 27
HCM Unsignalized Intersection Capacity Analysis
128: 42nd St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
1
Stop
0%
0.80
1
35
14.0
4.0
3
118
134
0.92
146
559
Free
0%
0.93
601
61
0.80
148
734
Free
0%
0.92
798
None
None
0.93
66
311
0.91
1758
0.91
368
0.91
702
1642
6.9
122
7.0
486
4.2
3.5
98
66
3.3
81
792
2.2
84
929
EB 1
149
1
148
725
0.21
19
11.2
B
11.2
B
NB 1
943
146
0
929
0.16
14
3.9
A
3.9
SB 1
401
0
0
1700
0.24
0
0.0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
AM Peak Hour
SB 2
266
0
66
1700
0.16
0
0.0
0.0
3.0
81.1%
15
ICU Level of Service
D
Synchro 7 - Report
Page 28
HCM Signalized Intersection Capacity Analysis
129: Van Ness St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
22
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1517
0.37
587
0.95
23
0
23
29
256
1900
9
6.0
1.00
0.99
1.00
0.96
1.00
1525
1.00
1525
0.95
269
10
356
92
1900
12
71
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1523
0.26
413
0.95
75
0
75
29
233
1900
9
6.0
1.00
0.99
1.00
0.97
1.00
1569
1.00
1569
0.95
245
0
301
53
1900
12
23
1900
12
45
1900
12
51
1900
12
0.95
24
0
0
151
0.95
54
0
0
77
0
3
0
0
0.95
47
0
0
77
3
0
12
1675
1900
10
5.0
0.91
0.98
1.00
1.00
1.00
4418
0.86
3804
0.95
1763
4
1875
59
1900
12
0.95
56
0
0
29
1
0
22
919
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3148
0.85
2680
0.95
967
3
1035
15
0
0.95
97
0
0
29
2
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour
Perm
4
4
25.0
25.0
0.25
6.0
147
0.04
0.16
29.3
0.73
1.4
22.7
C
0
Perm
8
8
25.0
25.0
0.25
6.0
103
25.0
25.0
0.25
6.0
381
c0.23
0.18
0.73
34.4
1.00
36.1
70.5
E
0.94
36.7
0.70
23.0
48.7
D
47.1
D
20.1
0.82
100.0
109.4%
15
0
Perm
2
6
2
25.0
25.0
0.25
6.0
392
0.19
0.77
34.8
1.00
13.5
48.3
D
52.7
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0
0.95
62
0
0
151
6
64.0
64.0
0.64
5.0
1715
64.0
64.0
0.64
5.0
2435
0.39
0.60
10.6
1.00
1.6
12.1
B
12.1
B
c0.49
0.77
12.8
0.82
1.9
12.3
B
12.3
B
C
11.0
H
Synchro 7 - Report
Page 29
HCM Signalized Intersection Capacity Analysis
101: Albemarle St & 42nd St
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
53
1900
12
201
1900
16
9.0
1.00
0.99
0.99
0.99
0.99
1979
0.86
1709
0.88
228
0
308
18
1900
12
8
1900
12
45
1900
12
5
1900
12
18
1900
12
0.85
53
0
0
47
0.71
7
0
0
176
0.71
8
0
0
52
0.81
22
0
0
52
79
1900
10
9.0
1.00
0.85
0.99
0.96
0.99
1145
0.92
1066
0.81
98
0
177
46
1900
12
0.85
9
0
0
32
119
1900
10
9.0
1.00
0.99
0.99
0.99
1.00
1290
0.98
1266
0.71
168
0
183
6
1900
12
0.88
20
0
0
32
196
1900
10
9.0
1.00
0.98
1.00
0.98
1.00
1409
0.98
1385
0.85
231
0
293
0.88
60
0
0
47
5
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
Perm
2
23
11
Perm
6
2
6
Perm
8
4
8
4
18.0
18.0
0.36
9.0
615
18.0
18.0
0.36
9.0
499
14.0
14.0
0.28
9.0
354
14.0
14.0
0.28
9.0
298
0.18
0.50
12.5
1.00
2.9
15.4
B
15.4
B
c0.21
0.59
13.0
0.67
3.6
12.3
B
12.3
B
0.14
0.52
15.2
1.00
5.3
20.5
C
20.5
C
c0.17
0.59
15.5
1.00
8.4
24.0
C
24.0
C
17.0
0.59
50.0
68.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.81
57
0
0
176
B
18.0
C
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
51
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1487
0.35
551
0.95
54
0
54
210
184
1900
9
7.0
1.00
0.97
1.00
0.97
1.00
1534
1.00
1534
0.95
194
8
231
43
1900
12
46
1900
12
65
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
312
0.95
61
0
0
576
0.95
0
0
0
576
0
pm+pt
7
4
36.0
36.0
0.36
4.0
301
0.02
0.04
0.18
22.6
1.22
1.2
28.7
C
0
0.95
68
0
0
210
1
0
973
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4473
1.00
4473
0.95
1024
4
1063
41
1900
12
0.95
48
0
0
132
1422
1900
10
5.0
0.91
0.97
1.00
0.99
1.00
4453
1.00
4453
0.95
1497
4
1554
58
1900
12
0.95
45
0
0
132
1
0
164
1900
9
7.0
1.00
0.93
0.98
0.97
0.99
1424
0.89
1277
0.95
173
11
278
0
12
0
0
10
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0
Perm
4
0
0
8
2
6
21.0
21.0
0.21
7.0
268
52.0
52.0
0.52
5.0
2316
c0.35
52.0
52.0
0.52
5.0
2326
0.24
0.67
17.7
0.30
1.3
6.6
A
6.6
A
0.46
15.1
1.00
0.6
15.8
B
15.8
B
0.95
43
0
0
312
8
36.0
36.0
0.36
7.0
552
c0.15
c0.22
1.04
39.5
0.95
63.5
101.0
F
101.0
F
0.42
24.1
1.19
2.1
30.8
C
30.4
C
20.3
0.76
100.0
83.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
19.0
E
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
103: Albemarle St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBT
WBT
WBR
SBL
SBR
0
499
Free
0%
0.95
525
66
10.0
4.0
5
187
Free
0%
0.95
197
27
10.0
4.0
2
0
189
Stop
0%
0.95
199
171
14.0
4.0
17
66
None
None
330
334
0.95
0
0.95
69
368
0.93
920
434
368
4.1
873
6.4
434
6.2
2.2
100
979
3.5
17
240
3.3
86
490
EB 1
525
0
0
1700
0.31
0
0.0
WB 1
197
0
0
1700
0.12
0
0.0
0.0
0.0
Existing Conditions (2010/2011)
PM Peak Hour
10/13/2011
EBL
0.95
0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
SB 1
199
199
0
240
0.83
161
65.8
F
52.3
F
14.2
45.9%
15
SB 2
69
0
69
490
0.14
12
13.6
B
ICU Level of Service
A
Synchro 7 - Report
Page 3
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
43
521
Free
0%
0.95
548
66
10.0
4.0
5
124
16
125
19
0
0.95
132
0.95
20
0.95
17
0.95
0
0
Stop
0%
0.95
0
171
0.0
4.0
0
0
0.95
17
90
Stop
0%
0.95
95
25
10.0
4.0
2
16
0.95
131
168
Free
0%
0.95
177
27
10.0
4.0
2
0.95
23
None
0.95
0
None
393
271
0.87
479
0.94
704
0.90
1026
0.90
1197
0.94
666
0.90
1197
0.90
1197
0.87
480
328
4.1
653
4.1
823
7.1
1012
6.5
612
6.2
1013
7.1
1012
6.5
328
6.2
2.2
98
1058
2.2
98
849
3.5
91
234
4.0
53
201
3.3
96
442
3.5
100
110
4.0
100
201
3.3
100
587
EB 1
702
23
131
1058
0.02
2
0.6
A
0.6
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
WB 1
325
17
132
849
0.02
2
0.7
A
0.7
NB 1
20
20
0
234
0.09
7
21.9
C
35.1
E
4.5
59.6%
15
NB 2
112
0
17
219
0.51
65
37.5
E
ICU Level of Service
B
Synchro 7 - Report
Page 4
HCM Signalized Intersection Capacity Analysis
105: Albemarle St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
59
1900
11
5.0
1.00
1.00
0.91
1.00
0.95
1514
0.39
628
0.92
64
0
64
104
Perm
223
1900
14
5.0
1.00
1.00
1.00
1.00
1.00
1917
1.00
1917
0.92
242
0
249
6
1900
12
50
1900
10
5.0
1.00
1.00
0.95
1.00
0.95
1521
0.40
637
0.92
54
0
54
60
Perm
231
1900
10
5.0
1.00
1.00
1.00
1.00
1.00
1689
1.00
1689
0.92
251
0
251
0
1900
12
9
1900
12
29
1900
12
2
1900
12
0.95
9
0
0
36
Perm
0.95
31
0
0
18
0.90
2
0
0
18
Perm
496
1900
10
5.0
0.95
0.99
1.00
0.98
1.00
3116
0.95
2973
0.90
551
0
620
60
1900
12
0.92
0
0
0
104
547
1900
10
5.0
0.95
1.00
1.00
0.99
1.00
3169
0.95
3001
0.95
576
0
616
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0.92
7
0
0
60
4
4
22.0
22.0
0.22
5.0
138
0.10
0.46
33.9
1.05
10.7
46.4
D
8
8
22.0
22.0
0.22
5.0
140
22.0
22.0
0.22
5.0
422
0.13
0.08
0.39
33.2
1.00
7.9
41.1
D
0.59
35.0
1.06
5.9
42.9
D
43.6
D
17.8
0.40
100.0
60.1%
15
2
6
2
22.0
22.0
0.22
5.0
372
c0.15
0.67
35.7
1.00
9.4
45.2
D
44.4
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.90
67
0
0
36
6
68.0
68.0
0.68
5.0
2041
68.0
68.0
0.68
5.0
2022
0.21
0.30
6.4
0.35
0.4
2.6
A
2.6
A
c0.21
0.31
6.5
1.00
0.4
6.9
A
6.9
A
B
10.0
B
Synchro 7 - Report
Page 5
HCM Signalized Intersection Capacity Analysis
106: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
37
0
0.92
0
0
0
0.92
0
0
0
0.84
0
0
0
114
1900
14
5.0
0.95
0.98
1.00
0.90
1.00
1520
1.00
1520
0.84
136
89
357
0
13
0
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0.0
A
17.9
0.45
100.0
41.4%
15
WBR
NBL
NBT
NBR
SBL
SBT
SBR
621
1900
14
6.0
0.95
1.00
1.00
0.85
1.00
1559
1.00
1559
0.84
739
73
356
37
13
0
custom
2 6 8 10 11
0
1900
12
0
1900
12
0
1900
12
0
1900
12
5
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.95
0
0
0
471
1900
10
4.0
0.95
1.00
1.00
1.00
1.00
3204
1.00
3204
0.95
496
1
500
0
0
0
0
0
0
52.0
48.0
0.48
83.0
83.0
0.83
730
c0.23
1294
0.23
0.49
17.7
1.75
1.9
32.9
C
17.0
B
0.28
1.9
0.00
0.4
0.4
A
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.95
5
0
0
4
39.0
39.0
0.39
4.0
1250
c0.16
0.40
22.0
0.85
0.9
19.7
B
19.7
B
0.0
A
B
14.0
A
Synchro 7 - Report
Page 6
HCM Unsignalized Intersection Capacity Analysis
107: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
95
0
0.92
0
471
Free
0%
0.95
496
0
0.92
103
0
Free
0%
0.92
0
None
None
175
69
0.89
496
0.89
248
0.89
496
189
6.9
0
7.0
189
4.2
3.5
100
689
3.3
89
957
2.2
100
1212
EB 1
103
0
103
957
0.11
9
9.2
A
9.2
A
SB 1
248
0
0
1700
0.15
0
0.0
SB 2
248
0
0
1700
0.15
0
0.0
0.95
0
0.0
1.6
41.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 7
HCM Unsignalized Intersection Capacity Analysis
108: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
WBL
WBR
NBT
NBR
SBL
SBT
87
Yield
0%
0.92
95
0
0
Free
0%
0.92
0
0
0
0.92
0
0.95
0
566
Free
0%
0.95
596
0.92
0
None
None
110
134
0.89
298
0
0
0
6.9
0
7.0
0
4.2
3.5
90
906
3.3
100
1075
2.2
100
1600
WB 1
95
95
0
906
0.10
9
9.4
A
9.4
A
SB 1
298
0
0
1700
0.18
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
SB 2
298
0
0
1700
0.18
0
0.0
0.0
1.3
45.2%
15
ICU Level of Service
A
Synchro 7 - Report
Page 8
HCM Signalized Intersection Capacity Analysis
109: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
820
1900
12
12.0
0.91
0.95
1.00
0.97
1.00
4559
1.00
4559
0.94
872
32
1020
169
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
172
1900
12
0.94
0
0
0
52
0
0.94
0
0
0
16
8
0.92
0
0
0
102
0
0.92
0
0
0
0.92
0
0
0
0.90
191
0
0
448
1900
16
5.0
0.95
0.99
1.00
0.99
0.99
3789
0.99
3789
0.90
498
4
722
33
1900
12
0.94
180
0
0
52
0
1367
1900
12
5.0
0.91
1.00
1.00
1.00
1.00
4940
1.00
4940
0.94
1454
0
1454
0
0
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0.94
0
0
0
16
0
0
8 12
0
26
0
0.90
37
0
0
102
0
4
4
45.0
43.0
0.43
52.0
50.0
0.50
1960
0.22
2470
c0.29
0.52
20.9
0.74
0.9
16.4
B
16.4
B
0.59
17.7
0.67
0.8
12.8
B
12.8
B
13.2
0.57
100.0
61.6%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
38.0
38.0
0.38
5.0
1440
0.19
0.50
23.7
0.35
1.2
9.5
A
9.5
A
0.0
A
B
15.0
B
Synchro 7 - Report
Page 9
HCM Signalized Intersection Capacity Analysis
110: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Growth Factor (vph)
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
992
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.94
100%
1055
0
1055
0
1900
12
0
1900
12
184
1900
12
192
1900
12
0
1900
12
0
1900
12
0
1900
12
0.94
100%
0
0
0
52
0
0.94
100%
196
0
0
16
0
0.89
100%
216
0
0
680
1900
15
5.0
0.95
0.99
1.00
0.99
0.99
3671
0.99
3671
0.89
100%
764
6
1057
74
1900
12
0.94
100%
0
0
0
52
8
1175
1900
10
2.0
0.91
1.00
1.00
0.98
1.00
4499
1.00
4499
0.94
100%
1250
25
1421
0.89
100%
83
0
0
68
0
0.92
100%
0
0
0
68
0
0.92
100%
0
0
0
0.92
100%
0
0
0
0
0
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0.94
50%
0
0
0
16
0
0
2 12
0
0
Perm
68
0
10
10
52.0
50.0
0.50
45.0
45.0
0.45
2306
0.23
2025
c0.32
0.46
16.2
0.35
0.6
6.3
A
6.3
A
0.70
22.1
0.66
1.8
16.3
B
16.3
B
12.8
0.65
100.0
61.6%
15
38.0
38.0
0.38
5.0
1395
0.29
0.76
27.0
0.41
3.4
14.5
B
14.5
B
0.0
A
HCM Level of Service
B
Sum of lost time (s)
ICU Level of Service
7.0
B
Synchro 7 - Report
Page 10
HCM Unsignalized Intersection Capacity Analysis
111: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
0
87
0.89
98
0
Free
0%
0.92
0
0
0.92
0
735
Free
0%
0.89
826
None
None
202
152
0
0
0
6.9
0
7.0
0
4.2
3.5
100
753
3.3
100
1075
2.2
94
1600
NB 1
373
98
0
1600
0.06
5
2.3
A
0.9
NB 2
551
0
0
1700
0.32
0
0.0
Existing Conditions (2010/2011)
PM Peak Hour
10/13/2011
EBL
0.79
608
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
0.9
45.2%
15
0.92
0
ICU Level of Service
A
Synchro 7 - Report
Page 11
HCM Unsignalized Intersection Capacity Analysis
112: Yuma Street & Nebraska Ave
AU Tenley Campus Further Processing
10/16/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.86
0
29
14.0
4.0
3
72
750
Free
0%
0.86
872
114
0
0.86
133
0.92
0
0
Free
0%
0.92
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.86
84
None
None
107
247
0.76
967
0.76
531
0.76
1034
324
6.9
0
7.0
412
4.2
3.5
100
470
3.3
89
793
2.2
100
829
WB 1
84
0
84
793
0.11
9
10.1
B
10.1
B
NB 1
581
0
0
1700
0.34
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
NB 2
423
0
133
1700
0.25
0
0.0
0.0
0.8
35.8%
15
ICU Level of Service
A
Synchro 7 - Report
Page 12
HCM Unsignalized Intersection Capacity Analysis
113: Yuma St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
AU Tenley Campus Further Processing
10/16/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.69
0
139
13.0
4.0
13
53
0
0.92
0
497
Free
0%
0.69
720
120
0.69
77
0
Free
0%
0.92
0
None
None
216
103
0.87
946
0.87
586
0.87
1033
630
6.9
214
7.0
730
4.2
3.5
100
308
3.3
87
592
2.2
100
644
EB 1
77
0
77
592
0.13
11
12.0
B
12.0
B
SB 1
480
0
0
1700
0.28
0
0.0
SB 2
414
0
174
1700
0.24
0
0.0
0.69
174
0.0
0.9
28.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 13
HCM Unsignalized Intersection Capacity Analysis
114: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.92
0
0
0
Free
0%
0.92
0
0
285
0.92
0
0.91
313
265
Free
0%
0.91
291
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
123
196
772
0
0
772
6.9
0
7.0
0
4.2
3.5
100
265
3.3
100
1075
2.2
80
1600
SB 1
410
313
0
1600
0.20
18
6.3
A
4.3
SB 2
194
0
0
1700
0.11
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
4.3
40.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 14
HCM Unsignalized Intersection Capacity Analysis
115: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
285
Yield
0%
0.92
310
0
0
0.91
0
0
Free
0%
0.92
0
0
0.92
0
661
Free
0%
0.91
726
None
None
117
88
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
363
0
0
363
6.9
0
7.0
0
4.2
3.5
48
601
3.3
100
1075
2.2
100
1600
EB 1
310
310
0
601
0.52
74
17.2
C
17.2
C
NB 1
363
0
0
1700
0.21
0
0.0
NB 2
363
0
0
1700
0.21
0
0.0
0.92
0
0.0
5.1
56.3%
15
ICU Level of Service
B
Synchro 7 - Report
Page 15
HCM Signalized Intersection Capacity Analysis
116: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
1
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.91
1
0
0
0.91
0
0
0
0
0
0
0
0.92
0
0
0
118
0
264
1900
10
28.0
0.95
1.00
1.00
1.00
1.00
3207
1.00
3207
0.91
290
0
291
1
1900
12
0.92
0
0
0
661
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1347
1.00
1347
0.91
726
0
363
0
1900
12
0.92
0
0
0
118
0
0
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1364
1.00
1361
0.91
0
0
364
0
3
Prot
2
0
0
3
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0
Perm
2
0.91
1
0
0
8
2
37.0
37.0
0.37
47.0
504
0.0
A
0.0
A
19.2
0.54
100.0
66.5%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.27
0.72
27.1
0.71
7.6
26.7
C
26.9
C
37.0
37.0
0.37
47.0
498
c0.27
100.0
100.0
1.00
28.0
3207
c0.09
0.73
27.2
0.71
7.9
27.1
C
0.09
0.0
1.00
0.1
0.1
A
0.1
A
B
47.0
C
Synchro 7 - Report
Page 16
HCM Unsignalized Intersection Capacity Analysis
117: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
2
Stop
0%
0.50
4
2
0
0.91
0
375
Free
0%
0.91
412
0
0.50
4
700
Free
0%
0.91
769
None
None
837
258
SB 1
206
0
0
1700
0.12
0
0.0
SB 2
206
0
0
1700
0.12
0
0.0
797
206
412
797
6.9
206
7.0
412
4.2
3.5
99
318
3.3
99
791
2.2
100
1122
EB 1
8
4
4
454
0.02
1
13.1
B
13.1
B
NB 1
385
0
0
1700
0.23
0
0.0
NB 2
385
0
0
1700
0.23
0
0.0
0.0
0.91
0
0.0
0.1
29.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 17
HCM Unsignalized Intersection Capacity Analysis
118: Yuma St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
0.67
13
Stop
45
0.67
67
5
0.67
7
8
0.77
10
Stop
67
0.77
87
33
0.77
43
15
0.76
20
Stop
207
0.76
272
14
0.76
18
26
0.83
31
Stop
217
0.83
261
10
0.83
12
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
88
13
7
0.06
5.8
0.14
540
9.8
9.8
A
WB 1
140
10
43
-0.08
5.6
0.22
575
10.1
10.1
B
NB 1
311
20
18
0.06
5.1
0.44
668
12.0
12.0
B
SB 1
305
31
12
0.08
5.1
0.43
671
11.9
11.9
B
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
11.4
B
35.7%
15
ICU Level of Service
A
Synchro 7 - Report
Page 18
HCM Unsignalized Intersection Capacity Analysis
119: Yuma St & Tenley Parking
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
WBL
WBT
NBL
NBR
82
Free
0%
0.75
109
1
14.0
4.0
0
5
2
0.84
2
7
Stop
0%
0.90
8
6
16.0
4.0
1
11
0.75
7
102
Free
0%
0.84
121
2
14.0
4.0
0
EB 1
116
0
7
1700
0.07
0
0.0
Existing Conditions (2010/2011)
PM Peak Hour
10/13/2011
EBT
None
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
0.0
0.90
12
None
WB 1
124
2
0
1437
0.00
0
0.2
A
0.2
122
246
121
122
4.1
246
6.4
121
6.2
2.2
100
1437
3.5
99
729
3.3
99
915
NB 1
20
8
12
832
0.02
2
9.4
A
9.4
A
0.8
17.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 19
HCM Unsignalized Intersection Capacity Analysis
120: Yuma St & Tenley Loading
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
WBL
WBT
NBL
NBR
80
Free
0%
0.75
107
0
2
0.84
2
0
Stop
0%
0.92
0
11
12.0
4.0
1
0
0.75
0
110
Free
0%
0.84
131
4
14.0
4.0
0
EB 1
107
0
0
1700
0.06
0
0.0
Existing Conditions (2010/2011)
PM Peak Hour
10/13/2011
EBT
None
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
0.0
0.92
0
None
WB 1
133
2
0
1439
0.00
0
0.1
A
0.1
118
253
122
118
4.1
253
6.4
122
6.2
2.2
100
1439
3.5
100
721
3.3
100
909
NB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
0.1
18.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 20
HCM Unsignalized Intersection Capacity Analysis
121: Yuma St & Tenley Driveway
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
EBR
WBL
WBT
NBL
NBR
65
Free
0%
0.75
87
0
0
0.84
0
0
Stop
0%
0.92
0
17
8.0
4.0
1
0
0.75
0
120
Free
0%
0.84
143
18
14.0
4.0
2
0.92
0
None
EB 1
87
0
0
1700
0.05
0
0.0
WB 1
143
0
0
1456
0.00
0
0.0
0.0
0.0
Existing Conditions (2010/2011)
PM Peak Hour
10/13/2011
EBT
None
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
AU Tenley Campus Further Processing
104
247
122
104
4.1
247
6.4
122
6.2
2.2
100
1456
3.5
100
728
3.3
100
897
NB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
0.0
22.2%
15
ICU Level of Service
A
Synchro 7 - Report
Page 21
HCM Unsignalized Intersection Capacity Analysis
122: Warren St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
27
Stop
0%
0.75
36
9
10.0
4.0
1
39
176
Free
0%
0.84
210
2
7
0.84
2
0.92
8
224
Free
0%
0.92
243
4
11.0
4.0
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.75
52
None
None
478
224
221
478
6.4
224
6.2
221
4.1
3.5
93
534
3.3
94
801
2.2
99
1322
WB 1
88
36
52
665
0.13
11
11.2
B
11.2
B
NB 1
212
0
2
1700
0.12
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
0.0
SB 1
251
8
0
1322
0.01
0
0.3
A
0.3
1.9
29.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 22
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
2
2
Stop
0%
0.63
3
187
10.0
4.0
13
6
12
7
22
16
0.71
10
0.87
25
0.87
20
0.87
18
343
Free
0%
0.87
394
8
10.0
4.0
1
27
0.71
17
703
Free
0%
0.87
808
2
10.0
4.0
0
17
0.63
10
29
Stop
0%
0.71
41
71
10.0
4.0
5
0.63
3
None
None
710
0.92
1126
0.92
1583
974
7.6
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
385
402
0.92
1186
0.92
1588
0.92
493
612
0.92
899
1468
6.6
402
7.0
1039
7.6
1474
6.6
289
7.0
612
4.2
728
4.2
3.5
96
86
4.0
96
89
3.3
98
513
3.5
87
126
4.0
54
88
3.3
98
611
2.2
97
820
2.2
98
749
EB 1
16
3
10
174
0.09
7
27.8
D
27.8
D
WB 1
68
17
10
110
0.61
76
79.2
F
79.2
F
NB 1
429
25
0
820
0.03
2
0.9
A
0.5
NB 2
424
0
20
1700
0.25
0
0.0
SB 1
216
18
0
749
0.02
2
1.1
A
0.5
SB 2
228
0
31
1700
0.13
0
0.0
4.7
48.8%
15
ICU Level of Service
0.87
31
A
Synchro 7 - Report
Page 23
HCM Unsignalized Intersection Capacity Analysis
124: Warren St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
2
12
Free
0%
0.67
18
1
10.0
4.0
0
2
6
6
1
3
0.79
8
0.42
2
0.42
10
0.59
5
2
Stop
0%
0.59
3
6
10.0
4.0
0
14
0.79
8
0
Stop
0%
0.42
0
12
10.0
4.0
1
4
0.67
3
54
Free
0%
0.79
68
7
10.0
4.0
0
0.67
3
None
0.59
24
None
229
82
33
151
135
38
135
132
79
82
4.1
33
4.1
151
7.1
135
6.5
38
6.2
135
7.1
132
6.5
79
6.2
2.2
100
1490
2.2
100
1547
3.5
100
768
4.0
100
736
3.3
99
1011
3.5
99
802
4.0
100
738
3.3
98
968
EB 1
24
3
3
1490
0.00
0
0.9
A
0.9
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
WB 1
84
8
8
1547
0.00
0
0.7
A
0.7
NB 1
12
2
10
951
0.01
1
8.8
A
8.8
A
3.2
18.7%
15
SB 1
32
5
24
909
0.04
3
9.1
A
9.1
A
ICU Level of Service
A
Synchro 7 - Report
Page 24
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
1900
12
23
1900
10
5.0
1.00
0.99
0.99
0.96
0.99
1348
0.94
1279
0.53
43
18
57
11
1900
12
19
1900
12
20
1900
12
28
1900
12
49
1900
12
0.68
29
0
0
45
0
0.91
31
0
0
169
0
0.91
26
0
0
104
0
0.86
57
0
0
104
0
1060
1900
10
9.0
0.91
0.99
1.00
1.00
1.00
4452
0.75
3365
0.86
1233
1
1311
19
1900
12
0.68
28
0
0
15
0
1440
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4568
0.87
3992
0.91
1582
1
1638
24
1900
12
0.53
21
0
0
15
0
13
1900
10
5.0
1.00
0.97
0.99
0.95
0.98
1283
0.85
1116
0.68
19
27
49
0.53
11
0
0
45
0
0
10
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0
11
Perm
4
Perm
4
4
0
4
16
Perm
2
6
2
6
7.7
7.7
0.08
5.0
1.0
98
7.7
7.7
0.08
5.0
1.0
86
78.3
78.3
0.78
9.0
1.0
3126
78.3
78.3
0.78
9.0
1.0
2635
c0.04
0.59
44.6
1.02
5.7
51.0
D
51.0
D
0.04
0.57
44.6
1.00
5.6
50.2
D
50.2
D
c0.41
0.52
4.0
2.84
0.5
11.8
B
11.8
B
0.39
0.50
3.9
1.11
0.6
4.9
A
4.9
A
10.8
0.53
100.0
84.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.86
22
0
0
169
0
B
14.0
E
Synchro 7 - Report
Page 25
HCM Unsignalized Intersection Capacity Analysis
126: Van Ness St & 45th St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBT
EBR
WBL
WBT
NBL
NBR
Stop
70
0.95
74
16
0.95
17
32
0.95
34
Stop
194
0.95
204
Stop
18
0.95
19
63
0.95
66
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
91
0
17
-0.03
4.3
0.11
806
7.8
7.8
A
WB 1
238
34
0
0.11
4.3
0.28
809
9.0
9.0
A
NB 1
85
19
66
-0.34
4.3
0.10
777
7.8
7.8
A
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
8.5
A
34.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 26
HCM Signalized Intersection Capacity Analysis
127: Van Ness St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
15
1900
12
167
1900
11
6.0
1.00
0.99
1.00
0.99
1.00
1719
0.95
1647
0.80
209
2
237
9
1900
12
213
1900
10
6.0
1.00
1.00
0.94
1.00
0.95
1513
0.52
834
0.91
234
0
234
34
0
311
1900
11
6.0
1.00
1.00
1.00
1.00
1.00
1738
1.00
1738
0.91
342
1
352
10
1900
12
12
1900
12
179
1900
12
4
1900
12
0.91
11
0
0
26
0
7
0.91
13
0
0
105
0
661
1900
10
6.0
0.95
0.91
1.00
0.97
1.00
2812
0.95
2670
0.91
726
24
912
0.91
197
0
0
128
0
0.90
4
0
0
128
0
299
1900
10
6.0
1.00
1.00
1.00
1.00
1.00
1666
0.99
1652
0.90
332
0
336
21
1900
12
6.0
1.00
0.66
1.00
0.85
1.00
1013
1.00
1013
0.90
23
7
16
105
0
0.80
19
0
0
26
0
0
0.80
11
0
0
34
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0
Perm
4
Perm
8
4
8
31.0
31.0
0.31
6.0
259
31.0
31.0
0.31
6.0
511
0.14
0.46
27.8
1.00
3.0
30.8
C
30.8
C
c0.28
0.90
33.1
0.62
33.4
53.9
D
25.5
0.71
100.0
79.5%
15
3
Perm
2
0.65
29.8
0.59
5.5
23.1
C
35.4
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
Perm
6
2
31.0
31.0
0.31
6.0
539
0.20
3
6
57.0
57.0
0.57
6.0
1522
57.0
57.0
0.57
6.0
942
c0.34
0.60
14.0
1.50
1.6
22.6
C
22.6
C
0.20
0.36
11.6
1.07
1.1
13.5
B
13.2
B
6
57.0
57.0
0.57
6.0
577
0.02
0.03
9.4
0.96
0.1
9.1
A
C
12.0
D
Synchro 7 - Report
Page 27
HCM Unsignalized Intersection Capacity Analysis
128: 42nd St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.77
0
85
14.0
4.0
8
96
137
0.75
183
568
Free
0%
0.83
684
16
0.77
125
763
Free
0%
0.75
1017
None
None
0.83
19
296
0.79
1653
0.79
779
0.79
789
1693
6.9
590
7.0
602
4.2
3.5
100
43
3.3
61
322
2.2
74
691
EB 1
125
0
125
322
0.39
44
23.0
C
23.0
C
NB 1
522
183
0
691
0.26
26
6.8
A
3.0
NB 2
678
0
0
1700
0.40
0
0.0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Existing Conditions (2010/2011)
PM Peak Hour
SB 1
704
0
19
1700
0.41
0
0.0
0.0
3.2
72.0%
15
ICU Level of Service
C
Synchro 7 - Report
Page 28
HCM Signalized Intersection Capacity Analysis
129: Van Ness St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
61
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1519
0.28
450
0.95
64
0
64
33
226
1900
9
6.0
1.00
0.98
1.00
0.96
1.00
1507
1.00
1507
0.95
238
14
318
89
1900
12
57
1900
9
6.0
1.00
1.00
0.97
1.00
0.95
1498
0.34
540
0.95
60
0
60
52
255
1900
9
6.0
1.00
0.99
1.00
0.96
1.00
1538
1.00
1538
0.95
268
0
371
98
1900
12
0
1900
12
65
1900
12
61
1900
12
0.95
0
0
0
266
0.95
64
0
0
151
0
3
0
0
0.95
68
0
0
151
11
0
12
916
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4361
0.73
3195
0.95
964
5
1067
42
1900
12
0.95
103
0
0
33
1
0
22
1542
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4498
1.00
4498
0.95
1623
5
1686
16
0
0.95
94
0
0
52
2
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour
0.14
0.52
31.0
0.86
13.2
40.0
D
0
Perm
4
4
27.0
27.0
0.27
6.0
122
0
Perm
8
8
27.0
27.0
0.27
6.0
146
27.0
27.0
0.27
6.0
407
0.21
0.11
0.41
30.0
1.00
8.3
38.3
D
0.78
33.8
0.86
12.1
41.2
D
41.0
D
24.5
0.69
100.0
98.6%
15
0
0.95
44
0
0
266
2
6
6
27.0
27.0
0.27
6.0
415
c0.24
62.0
62.0
0.62
5.0
2789
c0.37
0.89
35.1
1.00
24.2
59.4
E
56.4
E
0.60
11.6
1.00
1.0
12.5
B
12.5
B
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
62.0
62.0
0.62
5.0
1981
0.33
0.54
10.8
2.17
0.9
24.4
C
24.4
C
C
11.0
F
Synchro 7 - Report
Page 29
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
54
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1481
0.44
686
0.95
57
0
57
160
217
1900
9
7.0
1.00
0.97
1.00
0.95
1.00
1501
1.00
1501
0.95
228
0
337
104
1900
12
60
1900
12
63
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
314
0
0
0
Perm
0.95
32
0
0
311
2
10
0.95
0
0
0
311
0
pm+pt
7
4
42.0
42.0
0.42
4.0
376
0.02
0.05
0.15
18.5
1.11
0.8
21.4
C
0.95
66
0
0
160
1
0
1866
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4571
1.00
4571
0.95
1964
1
1986
22
1900
12
0.95
63
0
0
75
881
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4498
1.00
4498
0.95
927
4
955
30
1900
12
0.95
109
0
0
75
148
1900
9
7.0
1.00
0.94
0.99
0.97
0.99
1453
0.83
1223
0.95
156
11
274
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour with Improvements
4
0
0
0
0
0
8
2
6
27.0
27.0
0.27
7.0
330
46.0
46.0
0.46
5.0
2069
0.21
46.0
46.0
0.46
5.0
2103
c0.43
0.46
18.5
0.91
0.7
17.6
B
17.6
B
0.94
25.8
1.00
10.3
36.1
D
36.1
D
0.95
23
0
0
314
2
12
8
42.0
42.0
0.42
7.0
630
c0.22
c0.22
0.83
34.3
1.00
21.0
55.3
E
55.3
E
0.53
21.7
1.08
3.1
26.5
C
25.8
C
31.6
0.90
100.0
90.8%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
19.0
E
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
1900
12
51
1900
10
5.0
1.00
0.99
1.00
0.95
1.00
1336
0.97
1304
0.73
70
31
102
37
1900
12
47
1900
12
5.0
1.00
1.00
0.99
1.00
0.95
1696
0.48
854
0.69
68
0
68
11
0
13
1900
10
5.0
1.00
0.99
1.00
0.94
1.00
1325
1.00
1325
0.69
19
11
21
9
1900
12
3
1900
12
10
1900
12
29
1900
12
0.90
3
0
0
134
0
0.90
11
0
0
87
0
0.92
32
0
0
87
0
1728
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4496
0.90
4054
0.92
1878
0
1920
9
1900
12
0.69
13
0
0
9
0
846
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
2793
0.95
2645
0.90
940
0
954
0.73
12
0
0
9
0
0
10
0.73
51
0
0
11
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
AM Peak Hour with Improvements
0
11
Perm
4
Perm
4
4
4
11.8
11.8
0.12
5.0
1.0
101
11.8
11.8
0.12
5.0
1.0
154
0.08
0.66
42.2
1.07
8.0
53.0
D
53.0
D
c0.08
0.67
42.3
1.00
13.0
55.3
E
8.6
0.64
100.0
78.5%
15
0
30
Perm
2
6
2
11.8
11.8
0.12
5.0
1.0
156
0.02
0.13
39.5
1.00
0.1
39.6
D
50.3
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
15
0.92
10
0
0
134
0
6
74.2
74.2
0.74
9.0
1.0
1963
74.2
74.2
0.74
9.0
1.0
3008
0.36
0.49
5.2
0.56
0.7
3.6
A
3.6
A
c0.47
0.64
6.3
0.79
0.8
5.8
A
5.8
A
A
14.0
D
Synchro 7 - Report
Page 2
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
51
1900
9
4.0
1.00
1.00
0.95
1.00
0.95
1472
0.41
635
0.95
54
0
54
210
184
1900
9
7.0
1.00
0.97
1.00
0.97
1.00
1534
1.00
1534
0.95
194
5
234
43
1900
12
46
1900
12
65
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
312
0.95
61
0
0
576
0.95
0
0
0
576
0
pm+pt
7
4
41.0
41.0
0.41
4.0
352
0.02
0.05
0.15
19.2
1.23
0.8
24.5
C
0
0.95
68
0
0
210
1
0
973
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4473
1.00
4473
0.95
1024
4
1063
41
1900
12
0.95
48
0
0
132
1422
1900
10
5.0
0.91
0.97
1.00
0.99
1.00
4453
1.00
4453
0.95
1497
4
1554
58
1900
12
0.95
45
0
0
132
1
0
164
1900
9
7.0
1.00
0.93
0.98
0.97
0.99
1424
0.90
1287
0.95
173
11
278
0
12
0
0
10
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour with Improvements
0
Perm
4
0
0
8
2
6
26.0
26.0
0.26
7.0
335
47.0
47.0
0.47
5.0
2093
c0.35
47.0
47.0
0.47
5.0
2102
0.24
0.74
21.6
0.29
2.1
8.3
A
8.3
A
0.51
18.4
1.00
0.9
19.3
B
19.3
B
0.95
43
0
0
312
8
41.0
41.0
0.41
7.0
629
c0.15
c0.22
0.83
34.9
0.94
19.7
52.5
D
52.5
D
0.37
20.5
1.18
1.5
25.8
C
25.5
C
17.5
0.75
100.0
83.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
B
19.0
E
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
1900
12
23
1900
10
5.0
1.00
0.99
0.99
0.96
0.99
1347
0.94
1273
0.53
43
18
57
11
1900
12
19
1900
12
5.0
1.00
1.00
0.98
1.00
0.95
1688
0.71
1253
0.68
28
0
28
15
0
13
1900
10
5.0
1.00
0.95
1.00
0.91
1.00
1239
1.00
1239
0.68
19
27
21
20
1900
12
28
1900
12
24
1900
12
49
1900
12
0.91
31
0
0
169
0
0.91
26
0
0
104
0
0.86
57
0
0
104
0
1060
1900
10
9.0
0.91
0.99
1.00
1.00
1.00
4452
0.75
3366
0.86
1233
1
1311
19
1900
12
0.68
29
0
0
45
0
1440
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4568
0.87
3992
0.91
1582
1
1638
0.53
11
0
0
45
0
0
10
0.53
21
0
0
15
0
Perm
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Existing Conditions (2010/2011)
PM Peak Hour with Improvements
0
11
Perm
4
Perm
4
4
4
7.5
7.5
0.08
5.0
1.0
94
7.5
7.5
0.08
5.0
1.0
95
c0.05
0.60
44.8
1.02
7.2
52.7
D
52.7
D
0.02
0.30
43.8
1.00
0.6
44.4
D
10.5
0.53
100.0
84.3%
15
0
Perm
2
6
2
7.5
7.5
0.08
5.0
1.0
93
0.02
0.23
43.5
1.00
0.5
44.0
D
44.1
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
16
0.86
22
0
0
169
0
6
78.5
78.5
0.78
9.0
1.0
3134
78.5
78.5
0.78
9.0
1.0
2642
c0.41
0.52
3.9
2.86
0.5
11.7
B
11.7
B
0.39
0.50
3.8
1.07
0.6
4.7
A
4.7
A
B
14.0
E
Synchro 7 - Report
Page 2
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX J –
FUTURE (2014) WITHOUT WCL RELOCATION
CAPACITY ANALYSIS RESULTS
October 21, 2011
HCM Signalized Intersection Capacity Analysis
101: Albemarle St & 42nd St
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
93
1900
12
136
1900
16
9.0
1.00
0.98
0.96
0.99
0.98
1867
0.79
1498
0.82
166
0
303
20
1900
12
13
1900
12
35
1900
12
15
1900
12
25
1900
12
0.79
44
0
0
59
0.87
17
0
0
115
0.87
9
0
0
518
0.90
28
0
0
518
95
1900
10
9.0
1.00
0.94
0.93
0.96
0.99
1199
0.90
1092
0.90
106
0
181
42
1900
12
0.79
16
0
0
109
197
1900
10
9.0
1.00
0.98
0.99
1.00
1.00
1272
0.97
1232
0.87
226
0
252
8
1900
12
0.82
24
0
0
109
122
1900
10
9.0
1.00
0.97
0.99
0.97
1.00
1366
0.95
1297
0.79
154
0
214
0.82
113
0
0
59
5
Perm
Perm
4
23
11
Perm
8
4
8
Perm
2
6
2
6
14.0
14.0
0.28
9.0
419
14.0
14.0
0.28
9.0
363
18.0
18.0
0.36
9.0
444
18.0
18.0
0.36
9.0
393
c0.20
0.72
16.3
1.00
10.4
26.6
C
26.6
C
0.17
0.59
15.5
0.72
3.5
14.7
B
14.7
B
c0.20
0.57
12.9
1.00
5.2
18.1
B
18.1
B
0.17
0.46
12.3
1.00
3.8
16.1
B
16.1
B
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
19.6
0.64
50.0
63.9%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.90
47
0
0
115
B
18.0
B
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
54
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1492
0.39
614
0.95
57
0
57
160
218
1900
9
7.0
1.00
0.97
1.00
0.95
1.00
1501
1.00
1501
0.95
229
1
337
104
1900
12
60
1900
12
63
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
314
0
0
0
Perm
0.95
32
0
0
311
2
10
0.95
0
0
0
311
0
pm+pt
7
4
37.0
37.0
0.37
4.0
324
0.02
0.05
0.18
21.9
1.09
1.1
25.0
C
0.95
66
0
0
160
1
0
1961
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4573
1.00
4573
0.95
2064
1
2086
22
1900
12
0.95
63
0
0
75
921
1900
10
5.0
0.91
0.98
1.00
1.00
1.00
4503
1.00
4503
0.95
969
3
998
30
1900
12
0.95
109
0
0
75
149
1900
9
7.0
1.00
0.94
0.99
0.97
0.99
1454
0.83
1214
0.95
157
11
275
4
0
0
0
0
0
8
2
6
22.0
22.0
0.22
7.0
267
51.0
51.0
0.51
5.0
2297
0.22
51.0
51.0
0.51
5.0
2332
c0.46
0.43
15.4
0.83
0.6
13.4
B
13.4
B
0.89
22.1
1.00
5.8
27.9
C
27.9
C
0.95
23
0
0
314
2
12
8
37.0
37.0
0.37
7.0
555
c0.22
c0.23
1.03
39.0
1.16
61.6
107.0
F
107.0
F
0.61
25.6
1.08
4.7
32.4
C
31.3
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
30.4
0.94
100.0
92.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
19.0
F
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
103: Albemarle St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
WBT
WBR
SBL
SBR
36
269
Free
0%
0.95
283
43
10.0
4.0
3
277
Free
0%
0.95
292
25
10.0
4.0
2
167
0
Stop
0%
0.95
0
130
0.0
4.0
0
0
None
None
330
334
0.95
38
0.95
176
0.95
0
0.90
597
0.93
893
0.90
552
499
4.1
711
6.4
449
6.2
2.2
96
947
3.5
100
346
3.3
100
528
EB 1
321
38
0
947
0.04
3
1.4
A
1.4
WB 1
467
0
176
1700
0.27
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
0.6
62.0%
15
ICU Level of Service
B
Synchro 7 - Report
Page 3
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
220
Free
0%
0.95
232
43
10.0
4.0
3
49
122
0
100
102
0.95
0
0.95
105
0.95
28
0.95
107
0
Stop
0%
0.95
0
130
12.0
4.0
11
42
0.95
128
0
Stop
0%
0.95
0
36
11.0
4.0
3
27
0.95
52
302
Free
0%
0.95
318
25
10.0
4.0
2
0.95
0
0.95
44
1
None
None
393
271
0.86
448
319
0.86
955
0.86
998
318
0.86
1001
0.86
1024
0.86
491
274
4.1
319
4.1
865
7.1
915
6.5
318
6.2
919
7.1
945
6.5
324
6.2
2.2
100
973
2.2
89
1190
3.5
36
166
4.0
100
179
3.3
96
684
3.5
27
148
4.0
100
172
3.3
92
527
EB 1
283
0
52
1700
0.17
0
0.0
0.0
WB 1
446
128
0
1190
0.11
9
3.2
A
3.2
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
NB 1
134
105
28
202
0.66
100
52.2
F
52.2
F
19.5
63.7%
15
SB 1
152
107
44
187
0.81
141
75.3
F
75.3
F
ICU Level of Service
B
Synchro 7 - Report
Page 4
HCM Signalized Intersection Capacity Analysis
105: Albemarle St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
65
1900
11
5.0
1.00
1.00
0.97
1.00
0.95
1606
0.39
661
0.88
74
0
74
42
Perm
233
1900
14
5.0
1.00
1.00
1.00
1.00
1.00
1921
1.00
1921
0.88
265
0
270
4
1900
12
45
1900
10
5.0
1.00
1.00
0.94
1.00
0.95
1512
0.41
651
0.78
58
0
58
70
Perm
219
1900
10
5.0
1.00
1.00
1.00
1.00
1.00
1689
1.00
1689
0.78
281
0
281
0
1900
12
3
1900
12
31
1900
12
2
1900
12
0.80
4
0
0
14
Perm
0.80
39
0
0
20
0.93
2
0
0
20
Perm
612
1900
10
5.0
0.95
0.99
1.00
0.97
1.00
3089
0.95
2948
0.93
658
0
805
135
1900
12
0.78
0
0
0
42
380
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3153
0.95
2999
0.80
475
0
518
0.88
5
0
0
70
4
4
26.0
26.0
0.26
5.0
172
0.11
0.43
30.8
0.90
7.4
35.0
D
8
8
26.0
26.0
0.26
5.0
169
26.0
26.0
0.26
5.0
499
0.14
0.09
0.34
30.1
1.00
5.5
35.5
D
0.54
31.9
0.91
4.0
33.0
C
33.4
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
20.2
0.49
100.0
60.4%
15
2
6
2
26.0
26.0
0.26
5.0
439
c0.17
0.64
32.8
1.00
7.0
39.8
D
39.1
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.93
145
0
0
14
6
64.0
64.0
0.64
5.0
1919
64.0
64.0
0.64
5.0
1887
0.17
0.27
7.8
1.94
0.3
15.6
B
15.6
B
c0.27
0.43
8.9
1.00
0.7
9.6
A
9.6
A
C
10.0
B
Synchro 7 - Report
Page 5
HCM Signalized Intersection Capacity Analysis
106: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
28
0
0.92
0
0
0
0.92
0
0
0
0.89
0
0
0
94
1900
14
5.0
0.95
0.98
1.00
0.90
1.00
1525
1.00
1525
0.89
106
76
242
0
15
0
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
30.3
0.47
100.0
46.1%
15
WBR
NBL
NBT
NBR
SBL
SBT
SBR
459
1900
14
2.0
0.95
1.00
1.00
0.85
1.00
1559
1.00
1559
0.89
516
70
234
28
15
0
custom
2 6 8 10 11
0
1900
12
0
1900
12
0
1900
12
0
1900
12
3
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.94
0
0
0
665
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
3207
1.00
3207
0.94
707
0
710
0
0
0
0
0
0
62.0
60.0
0.60
77.0
77.0
0.77
915
c0.16
1200
0.15
0.26
9.5
2.09
0.6
20.5
C
10.6
B
0.20
3.1
0.00
0.3
0.3
A
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.94
3
0
0
4
24.0
24.0
0.24
9.0
770
c0.22
0.92
37.1
0.82
17.2
47.6
D
47.6
D
0.0
A
C
19.0
A
Synchro 7 - Report
Page 6
HCM Unsignalized Intersection Capacity Analysis
107: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.89
0
195
0
0.92
0
665
Free
0%
0.94
707
0
0.89
219
0
Free
0%
0.92
0
None
None
175
69
0.79
707
0.79
354
0.79
707
87
6.9
0
7.0
87
4.2
3.5
100
705
3.3
74
846
2.2
100
1169
EB 1
219
0
219
846
0.26
26
10.7
B
10.7
B
SB 1
354
0
0
1700
0.21
0
0.0
SB 2
354
0
0
1700
0.21
0
0.0
0.94
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
2.5
46.1%
15
ICU Level of Service
A
Synchro 7 - Report
Page 7
HCM Unsignalized Intersection Capacity Analysis
108: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
79
Stop
0%
0.92
86
0
0
Free
0%
0.92
0
0
0
0.92
0
0.94
0
860
Free
0%
0.94
915
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
110
134
0.79
457
0
0
0
6.9
0
7.0
0
4.2
3.5
89
800
3.3
100
1075
2.2
100
1600
WB 1
86
86
0
800
0.11
9
10.0
B
10.0
B
SB 1
457
0
0
1700
0.27
0
0.0
SB 2
457
0
0
1700
0.27
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
0.9
48.0%
15
ICU Level of Service
A
Synchro 7 - Report
Page 8
HCM Signalized Intersection Capacity Analysis
109: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1640
1900
10
12.0
0.91
0.95
1.00
0.98
1.00
4312
1.00
4312
0.97
1691
0
1954
255
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
255
1900
12
0.92
0
0
0
77
0
0.92
0
0
0
6
10
0.92
0
0
0
39
0
0.92
0
0
0
0.92
0
0
0
0.94
271
0
0
670
1900
16
5.0
0.95
1.00
1.00
1.00
0.99
3831
0.99
3831
0.94
713
1
999
15
1900
12
0.97
263
0
0
77
0
928
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.92
1009
0
1009
0
0
0
Perm
0.97
0
0
0
6
0
0
8 12
0
26
0
0.94
16
0
0
39
0
4
4
55.0
53.0
0.53
62.0
60.0
0.60
2285
c0.45
2767
0.22
0.86
20.2
0.19
2.0
5.8
A
5.8
A
0.36
10.2
0.61
0.3
6.6
A
6.6
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
10.5
1.01
100.0
78.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
28.0
28.0
0.28
5.0
1073
0.26
0.93
35.1
0.33
12.3
23.8
C
23.8
C
0.0
A
B
29.0
D
Synchro 7 - Report
Page 9
HCM Signalized Intersection Capacity Analysis
110: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1895
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.97
1954
0
1954
0
1900
12
0
1900
12
166
1900
12
163
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
77
0
0.92
180
0
0
6
0
0.91
179
0
0
490
1900
15
5.0
0.95
1.00
1.00
0.99
0.99
3670
0.99
3670
0.91
538
7
789
72
1900
12
0.97
0
0
0
77
8
765
1900
10
2.0
0.95
1.00
1.00
0.97
1.00
3113
1.00
3113
0.92
832
23
989
0.91
79
0
0
22
0
0.92
0
0
0
22
0
0.92
0
0
0
0.92
0
0
0
0
0
0.97
0
0
0
6
0
0
2 12
0
0
Perm
68
0
10
10
62.0
60.0
0.60
55.0
55.0
0.55
2767
c0.42
1712
0.32
0.71
13.9
0.21
0.8
3.7
A
3.7
A
0.58
14.8
0.19
1.2
4.0
A
4.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
6.0
0.75
100.0
78.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
28.0
28.0
0.28
5.0
1028
0.21
0.77
33.0
0.31
4.1
14.2
B
14.2
B
0.0
A
A
15.0
D
Synchro 7 - Report
Page 10
HCM Unsignalized Intersection Capacity Analysis
111: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
0
79
0.91
87
0
Free
0%
0.92
0
0
0.92
0
553
Free
0%
0.91
608
None
None
202
152
477
0
0
477
6.9
0
7.0
0
4.2
3.5
100
482
3.3
100
1075
2.2
95
1600
NB 1
289
87
0
1600
0.05
4
2.5
A
1.1
NB 2
405
0
0
1700
0.24
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
1.1
48.0%
15
0.92
0
ICU Level of Service
A
Synchro 7 - Report
Page 11
HCM Unsignalized Intersection Capacity Analysis
112: Yuma Street & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.78
0
9
14.0
4.0
1
60
572
Free
0%
0.78
733
83
0
0.78
106
0.92
0
0
Free
0%
0.92
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.78
77
None
None
107
247
0.82
796
0.82
429
0.82
849
303
6.9
0
7.0
368
4.2
3.5
100
532
3.3
91
871
2.2
100
945
WB 1
77
0
77
871
0.09
7
9.5
A
9.5
A
NB 1
489
0
0
1700
0.29
0
0.0
NB 2
351
0
106
1700
0.21
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
0.8
29.0%
15
ICU Level of Service
A
Synchro 7 - Report
Page 12
HCM Unsignalized Intersection Capacity Analysis
113: Yuma St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.77
0
70
13.0
4.0
6
106
0
0.92
0
843
Free
0%
0.77
1095
81
0.77
138
0
Free
0%
0.92
0
None
None
216
103
0.76
1217
0.76
670
0.76
1270
643
6.9
0
7.0
713
4.2
3.5
100
283
3.3
82
761
2.2
100
612
EB 1
138
0
138
761
0.18
16
10.8
B
10.8
B
SB 1
730
0
0
1700
0.43
0
0.0
SB 2
470
0
105
1700
0.28
0
0.0
0.77
105
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
1.1
39.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 13
HCM Unsignalized Intersection Capacity Analysis
114: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.92
0
0
0
Free
0%
0.92
0
0
206
0.92
0
0.79
261
744
Free
0%
0.79
942
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
123
196
0.77
992
0
0
406
6.9
0
7.0
0
4.2
3.5
100
366
3.3
100
1075
2.2
84
1600
SB 1
575
261
0
1600
0.16
15
4.3
A
2.1
SB 2
628
0
0
1700
0.37
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
2.1
47.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 14
HCM Unsignalized Intersection Capacity Analysis
115: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
206
Yield
0%
0.92
224
0
0
0.79
0
0
Free
0%
0.92
0
0
0.92
0
519
Free
0%
0.79
657
None
None
117
88
328
0
0
328
6.9
0
7.0
0
4.2
3.5
65
633
3.3
100
1075
2.2
100
1600
EB 1
224
224
0
633
0.35
40
13.8
B
13.8
B
NB 1
328
0
0
1700
0.19
0
0.0
NB 2
328
0
0
1700
0.19
0
0.0
0.92
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
3.5
59.0%
15
ICU Level of Service
B
Synchro 7 - Report
Page 15
HCM Signalized Intersection Capacity Analysis
116: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
1
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.79
1
0
0
0.79
0
0
0
0
0
0
0
0.92
0
0
0
68
0
744
1900
10
28.0
0.95
1.00
1.00
1.00
1.00
3208
1.00
3208
0.79
942
0
943
1
1900
12
0.92
0
0
0
519
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1347
1.00
1347
0.79
657
0
328
0
1900
12
0.92
0
0
0
68
0
0
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1364
0.99
1353
0.79
0
0
330
0
3
Prot
2
0
0
3
0
Perm
2
0.79
1
0
0
8
2
27.0
27.0
0.27
47.0
365
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
0.0
A
33.3
0.60
100.0
60.6%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
c0.24
0.90
35.2
1.55
26.4
81.1
F
80.9
F
27.0
27.0
0.27
47.0
364
0.24
100.0
100.0
1.00
28.0
3208
c0.29
0.90
35.2
1.55
26.1
80.7
F
0.29
0.0
1.00
0.2
0.2
A
0.2
A
C
47.0
B
Synchro 7 - Report
Page 16
HCM Unsignalized Intersection Capacity Analysis
117: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
1
Stop
0%
0.33
3
3
0
0.79
0
731
Free
0%
0.79
925
0
0.33
9
507
Free
0%
0.79
642
None
None
822
258
SB 1
463
0
0
1700
0.27
0
0.0
SB 2
463
0
0
1700
0.27
0
0.0
1246
463
925
1246
6.9
463
7.0
925
4.2
3.5
98
162
3.3
98
538
2.2
100
716
EB 1
12
3
9
340
0.04
3
16.0
C
16.0
C
NB 1
321
0
0
1700
0.19
0
0.0
NB 2
321
0
0
1700
0.19
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
0.79
0
0.0
0.1
30.2%
15
ICU Level of Service
A
Synchro 7 - Report
Page 17
HCM Unsignalized Intersection Capacity Analysis
118: Yuma St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
18
0.71
25
Stop
141
0.71
199
23
0.71
32
8
0.67
12
Stop
62
0.67
93
16
0.67
24
6
0.91
7
Stop
137
0.91
151
20
0.91
22
22
0.84
26
Stop
127
0.84
151
12
0.84
14
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
256
25
32
0.03
5.1
0.37
653
11.1
11.1
B
WB 1
128
12
24
-0.01
5.3
0.19
616
9.5
9.5
A
NB 1
179
7
22
0.02
5.3
0.26
631
10.1
10.1
B
SB 1
192
26
14
0.07
5.3
0.28
627
10.4
10.4
B
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
10.4
B
37.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 18
HCM Unsignalized Intersection Capacity Analysis
119: Yuma St & Tenley Parking
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBT
EBR
WBL
WBT
NBL
NBR
171
Free
0%
0.78
219
1
14.0
4.0
0
14
3
0.65
5
3
Stop
0%
0.58
5
12
16.0
4.0
1
4
0.78
18
85
Free
0%
0.65
131
4
14.0
4.0
0
None
EB 1
237
0
18
1700
0.14
0
0.0
0.0
0.58
7
None
WB 1
135
5
0
1282
0.00
0
0.3
A
0.3
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
249
381
244
249
4.1
381
6.4
244
6.2
2.2
100
1282
3.5
99
604
3.3
99
774
NB 1
12
5
7
691
0.02
1
10.3
B
10.3
B
0.4
22.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 19
HCM Unsignalized Intersection Capacity Analysis
120: Yuma St & Tenley Loading
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBT
EBR
WBL
WBT
NBL
NBR
176
Free
0%
0.78
226
1
14.0
4.0
0
0
0
0.65
0
1
Stop
0%
0.50
2
25
12.0
4.0
2
1
0.78
0
90
Free
0%
0.65
138
14
14.0
4.0
1
None
0.50
2
None
EB 1
226
0
0
1700
0.13
0
0.0
WB 1
138
0
0
1270
0.00
0
0.0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
251
390
265
251
4.1
390
6.4
265
6.2
2.2
100
1270
3.5
100
595
3.3
100
741
NB 1
4
2
2
660
0.01
0
10.5
B
10.5
B
0.1
25.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 20
HCM Unsignalized Intersection Capacity Analysis
121: Yuma St & Tenley Driveway
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBT
EBR
WBL
WBT
NBL
NBR
176
Free
0%
0.78
226
0
0
0.65
0
0
Stop
0%
0.92
0
15
8.0
4.0
1
0
0.78
0
85
Free
0%
0.65
131
15
14.0
4.0
1
None
0.92
0
None
EB 1
226
0
0
1700
0.13
0
0.0
WB 1
131
0
0
1298
0.00
0
0.0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
241
371
256
241
4.1
371
6.4
256
6.2
2.2
100
1298
3.5
100
618
3.3
100
758
NB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
0.0
24.8%
15
ICU Level of Service
A
Synchro 7 - Report
Page 21
HCM Unsignalized Intersection Capacity Analysis
122: Warren St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
1
Stop
0%
0.80
1
12
10.0
4.0
1
15
173
Free
0%
0.79
219
6
36
0.79
8
0.96
38
156
Free
0%
0.96
162
1
11.0
4.0
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.80
19
None
None
472
236
239
472
6.4
236
6.2
239
4.1
3.5
100
525
3.3
98
789
2.2
97
1300
WB 1
20
1
19
765
0.03
2
9.8
A
9.8
A
NB 1
227
0
8
1700
0.13
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
SB 1
200
38
0
1300
0.03
2
1.7
A
1.7
1.2
34.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 22
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
13
Stop
0%
0.69
19
54
10.0
4.0
4
12
8
7
14
6
0.56
12
0.89
16
0.89
24
0.80
8
737
Free
0%
0.80
921
6
10.0
4.0
0
8
0.56
14
536
Free
0%
0.89
602
4
10.0
4.0
0
21
0.69
17
3
Stop
0%
0.56
5
34
10.0
4.0
2
0.69
0
None
None
695
385
1349
1687
524
1186
1680
353
985
660
1349
7.6
1687
6.6
524
7.0
1186
7.6
1680
6.6
353
7.0
985
4.2
660
4.2
3.5
100
88
4.0
77
82
3.3
96
471
3.5
86
101
4.0
94
83
3.3
98
617
2.2
98
653
2.2
99
883
EB 1
36
0
17
136
0.27
25
40.9
E
40.9
E
WB 1
32
14
12
142
0.23
21
37.6
E
37.6
E
NB 1
317
16
0
653
0.02
2
0.8
A
0.4
NB 2
325
0
24
1700
0.19
0
0.0
SB 1
468
8
0
883
0.01
1
0.3
A
0.1
SB 2
471
0
10
1700
0.28
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
1.9
41.3%
15
ICU Level of Service
0.80
10
A
Synchro 7 - Report
Page 23
HCM Unsignalized Intersection Capacity Analysis
124: Warren St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
92
Free
0%
0.76
121
6
10.0
4.0
0
2
7
4
2
6
0.70
6
0.46
4
0.46
17
0.50
12
5
Stop
0%
0.50
10
4
10.0
4.0
0
5
0.70
10
1
Stop
0%
0.46
2
5
10.0
4.0
0
8
0.76
3
17
Free
0%
0.70
24
0.76
8
None
0.50
10
None
229
34
129
211
197
127
208
196
37
34
4.1
129
4.1
211
7.1
197
6.5
127
6.2
208
7.1
196
6.5
37
6.2
2.2
99
1554
2.2
99
1434
3.5
99
708
4.0
100
681
3.3
98
912
3.5
98
715
4.0
99
682
3.3
99
1019
EB 1
132
8
3
1554
0.01
0
0.5
A
0.5
WB 1
40
10
6
1434
0.01
1
1.9
A
1.9
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
NB 1
24
4
17
842
0.03
2
9.4
A
9.4
A
3.0
18.6%
15
SB 1
32
12
10
776
0.04
3
9.8
A
9.8
A
ICU Level of Service
A
Synchro 7 - Report
Page 24
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
1900
12
51
1900
10
5.0
1.00
0.99
1.00
0.95
1.00
1337
0.97
1305
0.73
70
30
103
37
1900
12
47
1900
12
9
1900
12
3
1900
12
29
1900
12
0.69
13
0
0
9
0
0.90
3
0
0
134
0
0.90
11
0
0
87
0
0.92
32
0
0
87
0
1833
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4498
0.90
4049
0.92
1992
0
2034
9
1900
12
0.69
68
0
0
11
0
901
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
2794
0.95
2644
0.90
1001
0
1015
10
1900
12
0.73
51
0
0
11
0
13
1900
10
5.0
1.00
1.00
0.99
0.98
0.97
1338
0.57
792
0.69
19
7
93
0.73
12
0
0
9
0
0
10
Perm
0
11
Perm
4
Perm
4
4
0
30
4
15
Perm
2
6
2
6
13.0
13.0
0.13
5.0
1.0
170
13.0
13.0
0.13
5.0
1.0
103
73.0
73.0
0.73
9.0
1.0
1930
73.0
73.0
0.73
9.0
1.0
2956
0.08
0.60
41.1
1.07
4.1
48.2
D
48.2
D
c0.12
0.90
42.9
1.00
57.6
100.5
F
100.5
F
0.38
0.53
5.9
0.53
0.8
3.9
A
3.9
A
c0.50
0.69
7.3
0.72
1.0
6.2
A
6.2
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
10.1
0.72
100.0
79.0%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.92
10
0
0
134
0
B
14.0
D
Synchro 7 - Report
Page 25
HCM Unsignalized Intersection Capacity Analysis
126: Van Ness St & 45th St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBT
EBR
WBL
WBT
NBL
NBR
Stop
122
0.95
128
6
0.95
6
16
0.95
17
Stop
115
0.95
121
Stop
10
0.95
11
113
0.95
119
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
135
0
6
0.06
4.4
0.16
791
8.3
8.3
A
WB 1
138
17
0
0.11
4.4
0.17
775
8.4
8.4
A
NB 1
129
11
119
-0.45
4.1
0.15
829
7.8
7.8
A
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
8.1
A
34.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 26
HCM Signalized Intersection Capacity Analysis
127: Van Ness St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
14
1900
12
443
1900
11
6.0
1.00
1.00
1.00
1.00
1.00
1743
0.99
1725
0.96
461
0
480
4
1900
12
92
1900
10
6.0
1.00
1.00
1.00
1.00
0.95
1604
0.25
425
0.95
97
0
97
22
0
173
1900
11
6.0
1.00
1.00
1.00
1.00
1.00
1744
1.00
1744
0.95
182
1
184
3
1900
12
11
1900
12
274
1900
12
7
1900
12
0.91
12
0
0
43
0
0.91
301
0
0
14
0
0.82
9
0
0
14
0
696
1900
10
6.0
0.95
0.99
1.00
0.99
1.00
3148
0.95
2976
0.82
849
3
892
30
1900
12
0.95
3
0
0
4
0
7
510
1900
10
6.0
0.95
0.98
1.00
0.95
1.00
2956
0.94
2777
0.91
560
45
828
0.96
15
0
0
4
0
0
0.96
4
0
0
22
0
Perm
0
Perm
4
8
29.0
29.0
0.29
6.0
123
29.0
29.0
0.29
6.0
500
c0.28
0.96
34.9
1.00
31.4
66.4
E
66.4
E
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour
Perm
8
4
0.23
0.79
32.7
1.23
26.3
66.5
E
23.1
0.66
100.0
84.2%
15
3
Perm
2
6
2
29.0
29.0
0.29
6.0
506
0.11
0.36
28.2
1.24
1.2
36.2
D
46.7
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
3
0.82
37
0
0
43
0
6
59.0
59.0
0.59
6.0
1638
59.0
59.0
0.59
6.0
1756
0.30
0.51
12.0
0.53
0.7
7.1
A
7.1
A
c0.30
0.51
12.0
0.58
1.0
8.0
A
8.0
A
C
12.0
E
Synchro 7 - Report
Page 27
HCM Unsignalized Intersection Capacity Analysis
128: 42nd St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
1
Stop
0%
0.80
1
35
14.0
4.0
3
118
135
0.92
147
589
Free
0%
0.93
633
61
0.80
148
742
Free
0%
0.92
807
None
None
0.93
66
311
0.90
1801
0.90
384
0.90
734
1671
6.9
100
7.0
487
4.2
3.5
98
62
3.3
82
807
2.2
84
916
EB 1
149
1
148
733
0.20
19
11.2
B
11.2
B
NB 1
953
147
0
916
0.16
14
4.0
A
4.0
SB 1
422
0
0
1700
0.25
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour
SB 2
277
0
66
1700
0.16
0
0.0
0.0
3.0
82.4%
15
ICU Level of Service
E
Synchro 7 - Report
Page 28
HCM Signalized Intersection Capacity Analysis
129: Van Ness St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
22
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1517
0.37
584
0.95
23
0
23
29
257
1900
9
6.0
1.00
0.99
1.00
0.96
1.00
1525
1.00
1525
0.95
271
8
360
92
1900
12
71
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1523
0.25
408
0.95
75
0
75
29
234
1900
9
6.0
1.00
0.99
1.00
0.97
1.00
1569
1.00
1569
0.95
246
0
302
53
1900
12
23
1900
12
45
1900
12
51
1900
12
0.95
24
0
0
151
0.95
54
0
0
77
0
3
0
0
0.95
47
0
0
77
3
0
12
1734
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4422
0.85
3771
0.95
1825
4
1937
59
1900
12
0.95
56
0
0
29
1
0
22
1023
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3154
0.85
2690
0.95
1077
3
1145
15
0
0.95
97
0
0
29
2
0
Perm
Perm
4
4
25.0
25.0
0.25
6.0
146
0.04
0.16
29.3
0.73
1.4
22.8
C
8
25.0
25.0
0.25
6.0
102
0.18
0.74
34.5
1.00
37.3
71.8
E
0.94
36.8
0.70
24.3
50.1
D
48.5
D
Future Conditions (2014) without Development
AM Peak Hour
20.4
0.84
100.0
113.3%
15
0
Perm
8
25.0
25.0
0.25
6.0
381
c0.24
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
0
Perm
2
6
2
25.0
25.0
0.25
6.0
392
0.19
0.77
34.8
1.00
13.6
48.4
D
53.1
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0
0.95
62
0
0
151
6
64.0
64.0
0.64
5.0
1722
64.0
64.0
0.64
5.0
2413
0.43
0.66
11.3
1.00
2.0
13.3
B
13.3
B
c0.51
0.80
13.3
0.79
2.2
12.7
B
12.7
B
C
11.0
H
Synchro 7 - Report
Page 29
HCM Signalized Intersection Capacity Analysis
101: Albemarle St & 42nd St
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
53
1900
12
201
1900
16
9.0
1.00
0.99
0.99
0.99
0.99
1979
0.86
1709
0.88
228
0
308
18
1900
12
8
1900
12
45
1900
12
5
1900
12
18
1900
12
0.85
53
0
0
47
0.71
7
0
0
176
0.71
8
0
0
52
0.81
22
0
0
52
79
1900
10
9.0
1.00
0.85
0.99
0.96
0.99
1145
0.92
1065
0.81
98
0
177
46
1900
12
0.85
9
0
0
32
120
1900
10
9.0
1.00
0.99
0.99
0.99
1.00
1290
0.98
1266
0.71
169
0
184
6
1900
12
0.88
20
0
0
32
196
1900
10
9.0
1.00
0.98
1.00
0.98
1.00
1409
0.98
1385
0.85
231
0
293
0.88
60
0
0
47
5
Perm
Perm
2
23
11
Perm
6
2
6
Perm
8
4
8
4
18.0
18.0
0.36
9.0
615
18.0
18.0
0.36
9.0
499
14.0
14.0
0.28
9.0
354
14.0
14.0
0.28
9.0
298
0.18
0.50
12.5
1.00
2.9
15.4
B
15.4
B
c0.21
0.59
13.0
0.66
3.6
12.1
B
12.1
B
0.15
0.52
15.2
1.00
5.4
20.5
C
20.5
C
c0.17
0.59
15.5
1.00
8.4
24.0
C
24.0
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
17.0
0.59
50.0
68.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.81
57
0
0
176
B
18.0
C
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
51
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1487
0.35
549
0.95
54
0
54
210
185
1900
9
7.0
1.00
0.97
1.00
0.97
1.00
1535
1.00
1535
0.95
195
6
234
43
1900
12
46
1900
12
65
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
312
0.95
61
0
0
576
0.95
0
0
0
576
0
pm+pt
7
4
36.0
36.0
0.36
4.0
301
0.02
0.04
0.18
22.6
1.22
1.2
28.6
C
0
0.95
68
0
0
210
1
0
1117
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4491
1.00
4491
0.95
1176
4
1215
41
1900
12
0.95
48
0
0
132
1533
1900
10
5.0
0.91
0.97
1.00
0.99
1.00
4464
1.00
4464
0.95
1614
4
1671
58
1900
12
0.95
45
0
0
132
1
0
165
1900
9
7.0
1.00
0.93
0.98
0.97
0.99
1424
0.89
1278
0.95
174
11
279
0
12
0
0
10
0
Perm
4
0
0
8
2
6
21.0
21.0
0.21
7.0
268
52.0
52.0
0.52
5.0
2321
c0.37
52.0
52.0
0.52
5.0
2335
0.27
0.72
18.4
0.31
1.6
7.3
A
7.3
A
0.52
15.8
1.00
0.8
16.6
B
16.6
B
0.95
43
0
0
312
8
36.0
36.0
0.36
7.0
553
c0.15
c0.22
1.04
39.5
0.95
64.8
102.3
F
102.3
F
0.42
24.2
1.19
2.2
30.8
C
30.4
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
20.4
0.80
100.0
85.8%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
19.0
E
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
103: Albemarle St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
WBT
WBR
SBL
SBR
43
461
Free
0%
0.95
485
66
10.0
4.0
5
256
Free
0%
0.95
269
27
10.0
4.0
2
217
0
Stop
0%
0.95
0
171
0.0
4.0
0
0
None
None
330
334
0.95
23
0.95
228
0.95
0
0.88
669
0.91
1112
0.88
621
552
4.1
890
6.4
497
6.2
2.2
97
879
3.5
100
270
3.3
100
474
EB 1
508
23
0
879
0.03
2
0.7
A
0.7
WB 1
498
0
228
1700
0.29
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
0.4
60.6%
15
ICU Level of Service
B
Synchro 7 - Report
Page 3
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
336
Free
0%
0.95
354
66
10.0
4.0
5
125
16
0
110
191
0.95
0
0.95
116
0.95
17
0.95
201
0
Stop
0%
0.95
0
171
12.0
4.0
14
67
0.95
17
0
Stop
0%
0.95
0
25
11.0
4.0
2
16
0.95
132
296
Free
0%
0.95
312
27
10.0
4.0
2
0.95
0
0.95
71
1
None
None
393
271
0.87
483
0.94
510
0.90
926
0.90
961
0.94
471
0.90
971
0.90
1027
0.87
549
330
4.1
449
4.1
717
7.1
755
6.5
408
6.2
766
7.1
828
6.5
406
6.2
2.2
100
904
2.2
98
1012
3.5
45
210
4.0
100
249
3.3
97
577
3.5
0
201
4.0
100
225
3.3
84
454
EB 1
485
0
132
1700
0.29
0
0.0
0.0
WB 1
328
17
0
1012
0.02
1
0.6
A
0.6
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
NB 1
133
116
17
235
0.56
78
38.6
E
38.6
E
38.1
61.2%
15
SB 1
272
201
71
235
1.16
316
151.2
F
151.2
F
ICU Level of Service
B
Synchro 7 - Report
Page 4
HCM Signalized Intersection Capacity Analysis
105: Albemarle St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
59
1900
11
5.0
1.00
1.00
0.91
1.00
0.95
1514
0.39
625
0.92
64
0
64
104
Perm
224
1900
14
5.0
1.00
1.00
1.00
1.00
1.00
1917
1.00
1917
0.92
243
0
250
6
1900
12
50
1900
10
5.0
1.00
1.00
0.95
1.00
0.95
1522
0.40
634
0.92
54
0
54
60
Perm
232
1900
10
5.0
1.00
1.00
1.00
1.00
1.00
1689
1.00
1689
0.92
252
0
252
0
1900
12
9
1900
12
29
1900
12
2
1900
12
0.95
9
0
0
36
Perm
0.95
31
0
0
18
0.90
2
0
0
18
Perm
556
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3125
0.95
2982
0.90
618
0
687
60
1900
12
0.92
0
0
0
104
599
1900
10
5.0
0.95
1.00
1.00
0.99
1.00
3173
0.95
3003
0.95
631
0
671
0.92
7
0
0
60
4
4
22.0
22.0
0.22
5.0
138
0.10
0.46
33.9
1.06
10.7
46.5
D
8
8
22.0
22.0
0.22
5.0
139
22.0
22.0
0.22
5.0
422
0.13
0.09
0.39
33.3
1.00
8.0
41.3
D
0.59
35.0
1.05
6.0
42.9
D
43.6
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
17.3
0.42
100.0
61.5%
15
2
6
2
22.0
22.0
0.22
5.0
372
c0.15
0.68
35.7
1.00
9.5
45.3
D
44.6
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.90
67
0
0
36
6
68.0
68.0
0.68
5.0
2042
68.0
68.0
0.68
5.0
2028
0.22
0.33
6.6
0.40
0.4
3.0
A
3.0
A
c0.23
0.34
6.7
1.00
0.5
7.1
A
7.1
A
B
10.0
B
Synchro 7 - Report
Page 5
HCM Signalized Intersection Capacity Analysis
106: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
37
0
0.92
0
0
0
0.92
0
0
0
0.84
0
0
0
114
1900
14
5.0
0.95
0.98
1.00
0.89
1.00
1513
1.00
1513
0.84
136
99
382
0
13
0
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
18.3
0.50
100.0
44.2%
15
WBR
NBL
NBT
NBR
SBL
SBT
SBR
674
1900
14
6.0
0.95
1.00
1.00
0.85
1.00
1559
1.00
1559
0.84
802
78
379
37
13
0
custom
2 6 8 10 11
0
1900
12
0
1900
12
0
1900
12
0
1900
12
5
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.95
0
0
0
531
1900
10
4.0
0.95
1.00
1.00
1.00
1.00
3205
1.00
3205
0.95
559
1
563
0
0
0
0
0
0
52.0
48.0
0.48
83.0
83.0
0.83
726
c0.25
1294
0.24
0.53
18.1
1.70
2.2
32.9
C
17.1
B
0.29
1.9
0.00
0.5
0.5
A
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.95
5
0
0
4
39.0
39.0
0.39
4.0
1250
c0.18
0.45
22.6
0.85
1.1
20.3
C
20.3
C
0.0
A
B
14.0
A
Synchro 7 - Report
Page 6
HCM Unsignalized Intersection Capacity Analysis
107: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
96
0
0.92
0
531
Free
0%
0.95
559
0
0.92
104
0
Free
0%
0.92
0
None
None
175
69
0.87
559
0.87
279
0.87
559
206
6.9
0
7.0
206
4.2
3.5
100
660
3.3
89
939
2.2
100
1172
EB 1
104
0
104
939
0.11
9
9.3
A
9.3
A
SB 1
279
0
0
1700
0.16
0
0.0
SB 2
279
0
0
1700
0.16
0
0.0
0.95
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
1.5
44.2%
15
ICU Level of Service
A
Synchro 7 - Report
Page 7
HCM Unsignalized Intersection Capacity Analysis
108: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
WBL
WBR
NBT
NBR
SBL
SBT
93
Yield
0%
0.92
101
0
0
Free
0%
0.92
0
0
0
0.92
0
0.95
0
627
Free
0%
0.95
660
0.92
0
None
None
110
134
0.88
330
0
0
0
6.9
0
7.0
0
4.2
3.5
89
888
3.3
100
1075
2.2
100
1600
WB 1
101
101
0
888
0.11
10
9.6
A
9.6
A
SB 1
330
0
0
1700
0.19
0
0.0
SB 2
330
0
0
1700
0.19
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
1.3
48.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 8
HCM Signalized Intersection Capacity Analysis
109: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
940
1900
12
12.0
0.91
0.95
1.00
0.97
1.00
4561
1.00
4561
0.94
1000
32
1173
193
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
231
1900
12
0.94
0
0
0
52
0
0.94
0
0
0
16
8
0.92
0
0
0
102
0
0.92
0
0
0
0.92
0
0
0
0.90
257
0
0
451
1900
16
5.0
0.95
0.99
1.00
0.99
0.98
3775
0.98
3775
0.90
501
4
797
39
1900
12
0.94
205
0
0
52
0
1472
1900
12
5.0
0.91
1.00
1.00
1.00
1.00
4940
1.00
4940
0.94
1566
0
1566
0
0
0
Perm
0.94
0
0
0
16
0
0
8 12
0
26
0
0.90
43
0
0
102
0
4
4
45.0
43.0
0.43
52.0
50.0
0.50
1961
0.26
2470
c0.32
0.60
21.9
0.82
1.2
19.1
B
19.1
B
0.63
18.3
0.64
0.9
12.7
B
12.7
B
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
14.2
0.62
100.0
65.1%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
38.0
38.0
0.38
5.0
1435
0.21
0.56
24.4
0.33
1.5
9.6
A
9.6
A
0.0
A
B
15.0
C
Synchro 7 - Report
Page 9
HCM Signalized Intersection Capacity Analysis
110: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Growth Factor (vph)
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1171
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.94
100%
1246
0
1246
0
1900
12
0
1900
12
227
1900
12
191
1900
12
0
1900
12
0
1900
12
0
1900
12
0.94
100%
0
0
0
52
0
0.94
100%
241
0
0
16
0
0.89
100%
215
0
0
697
1900
15
5.0
0.95
0.99
1.00
0.99
0.99
3673
0.99
3673
0.89
100%
783
6
1075
74
1900
12
0.94
100%
0
0
0
52
8
1281
1900
10
2.0
0.91
1.00
1.00
0.98
1.00
4487
1.00
4487
0.94
100%
1363
23
1581
0.89
100%
83
0
0
68
0
0.92
100%
0
0
0
68
0
0.92
100%
0
0
0
0.92
100%
0
0
0
0
0
0.94
50%
0
0
0
16
0
0
2 12
0
0
Perm
68
0
10
10
52.0
50.0
0.50
45.0
45.0
0.45
2306
0.27
2019
c0.35
0.54
17.1
0.38
0.8
7.3
A
7.3
A
0.78
23.4
0.77
2.6
20.6
C
20.6
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
14.7
0.69
100.0
65.1%
15
38.0
38.0
0.38
5.0
1396
0.29
0.77
27.2
0.41
3.6
14.7
B
14.7
B
0.0
A
HCM Level of Service
B
Sum of lost time (s)
ICU Level of Service
7.0
C
Synchro 7 - Report
Page 10
HCM Unsignalized Intersection Capacity Analysis
111: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
0
93
0.89
104
0
Free
0%
0.92
0
0
0.92
0
788
Free
0%
0.89
885
None
None
202
152
0.78
652
0
0
0
6.9
0
7.0
0
4.2
3.5
100
741
3.3
100
1075
2.2
93
1600
NB 1
400
104
0
1600
0.07
5
2.4
A
1.0
NB 2
590
0
0
1700
0.35
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
1.0
48.5%
15
0.92
0
ICU Level of Service
A
Synchro 7 - Report
Page 11
HCM Unsignalized Intersection Capacity Analysis
112: Yuma Street & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.86
0
29
14.0
4.0
3
72
809
Free
0%
0.86
941
114
0
0.86
133
0.92
0
0
Free
0%
0.92
0
0.86
84
None
None
107
247
0.75
1036
0.75
566
0.75
1102
392
6.9
0
7.0
480
4.2
3.5
100
422
3.3
89
786
2.2
100
774
WB 1
84
0
84
786
0.11
9
10.1
B
10.1
B
NB 1
627
0
0
1700
0.37
0
0.0
NB 2
446
0
133
1700
0.26
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
0.7
37.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 12
HCM Unsignalized Intersection Capacity Analysis
113: Yuma St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.69
0
139
13.0
4.0
13
53
0
0.92
0
523
Free
0%
0.69
758
120
0.69
77
0
Free
0%
0.92
0
None
None
216
103
0.85
984
0.85
605
0.85
1071
636
6.9
192
7.0
738
4.2
3.5
100
301
3.3
87
603
2.2
100
630
EB 1
77
0
77
603
0.13
11
11.8
B
11.8
B
SB 1
505
0
0
1700
0.30
0
0.0
SB 2
427
0
174
1700
0.25
0
0.0
0.69
174
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
0.9
29.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 13
HCM Unsignalized Intersection Capacity Analysis
114: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.92
0
0
0
Free
0%
0.92
0
0
286
0.92
0
0.91
314
291
Free
0%
0.91
320
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
123
196
788
0
0
788
6.9
0
7.0
0
4.2
3.5
100
259
3.3
100
1075
2.2
80
1600
SB 1
421
314
0
1600
0.20
18
6.2
A
4.1
SB 2
213
0
0
1700
0.13
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
4.1
41.7%
15
ICU Level of Service
A
Synchro 7 - Report
Page 14
HCM Unsignalized Intersection Capacity Analysis
115: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
286
Yield
0%
0.92
311
0
0
0.91
0
0
Free
0%
0.92
0
0
0.92
0
676
Free
0%
0.91
743
None
None
117
88
371
0
0
371
6.9
0
7.0
0
4.2
3.5
48
594
3.3
100
1075
2.2
100
1600
EB 1
311
311
0
594
0.52
76
17.5
C
17.5
C
NB 1
371
0
0
1700
0.22
0
0.0
NB 2
371
0
0
1700
0.22
0
0.0
0.92
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
5.2
57.6%
15
ICU Level of Service
B
Synchro 7 - Report
Page 15
HCM Signalized Intersection Capacity Analysis
116: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
1
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.91
1
0
0
0.91
0
0
0
0
0
0
0
0.92
0
0
0
118
0
290
1900
10
28.0
0.95
1.00
1.00
1.00
1.00
3207
1.00
3207
0.91
319
0
320
1
1900
12
0.92
0
0
0
676
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1347
1.00
1347
0.91
743
0
371
0
1900
12
0.92
0
0
0
118
0
0
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1364
1.00
1361
0.91
0
0
373
0
3
Prot
2
0
0
3
0
Perm
2
0.91
1
0
0
8
2
37.0
37.0
0.37
47.0
504
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
0.0
A
19.2
0.55
100.0
67.1%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.27
0.74
27.3
0.70
8.1
27.2
C
27.4
C
37.0
37.0
0.37
47.0
498
c0.28
100.0
100.0
1.00
28.0
3207
c0.10
0.74
27.4
0.70
8.4
27.6
C
0.10
0.0
1.00
0.1
0.1
A
0.1
A
B
47.0
C
Synchro 7 - Report
Page 16
HCM Unsignalized Intersection Capacity Analysis
117: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
2
Stop
0%
0.50
4
2
0
0.91
0
401
Free
0%
0.91
441
0
0.50
4
715
Free
0%
0.91
786
None
None
837
258
SB 1
220
0
0
1700
0.13
0
0.0
SB 2
220
0
0
1700
0.13
0
0.0
834
220
441
834
6.9
220
7.0
441
4.2
3.5
99
301
3.3
99
774
2.2
100
1095
EB 1
8
4
4
434
0.02
1
13.5
B
13.5
B
NB 1
393
0
0
1700
0.23
0
0.0
NB 2
393
0
0
1700
0.23
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
0.91
0
0.0
0.1
29.8%
15
ICU Level of Service
A
Synchro 7 - Report
Page 17
HCM Unsignalized Intersection Capacity Analysis
118: Yuma St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
0.67
13
Stop
45
0.67
67
5
0.67
7
8
0.77
10
Stop
67
0.77
87
33
0.77
43
15
0.76
20
Stop
207
0.76
272
14
0.76
18
26
0.83
31
Stop
217
0.83
261
10
0.83
12
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
88
13
7
0.06
5.8
0.14
540
9.8
9.8
A
WB 1
140
10
43
-0.08
5.6
0.22
575
10.1
10.1
B
NB 1
311
20
18
0.06
5.1
0.44
668
12.0
12.0
B
SB 1
305
31
12
0.08
5.1
0.43
671
11.9
11.9
B
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
11.4
B
35.7%
15
ICU Level of Service
A
Synchro 7 - Report
Page 18
HCM Unsignalized Intersection Capacity Analysis
119: Yuma St & Tenley Parking
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBT
EBR
WBL
WBT
NBL
NBR
83
Free
0%
0.75
111
1
14.0
4.0
0
5
2
0.84
2
7
Stop
0%
0.90
8
6
16.0
4.0
1
11
0.75
7
102
Free
0%
0.84
121
2
14.0
4.0
0
None
EB 1
117
0
7
1700
0.07
0
0.0
0.0
0.90
12
None
WB 1
124
2
0
1436
0.00
0
0.2
A
0.2
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
123
247
122
123
4.1
247
6.4
122
6.2
2.2
100
1436
3.5
99
728
3.3
99
913
NB 1
20
8
12
831
0.02
2
9.4
A
9.4
A
0.8
17.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 19
HCM Unsignalized Intersection Capacity Analysis
120: Yuma St & Tenley Loading
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBT
EBR
WBL
WBT
NBL
NBR
81
Free
0%
0.75
108
0
2
0.84
2
0
Stop
0%
0.92
0
11
12.0
4.0
1
0
0.75
0
110
Free
0%
0.84
131
4
14.0
4.0
0
None
EB 1
108
0
0
1700
0.06
0
0.0
0.0
0.92
0
None
WB 1
133
2
0
1437
0.00
0
0.1
A
0.1
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
119
255
123
119
4.1
255
6.4
123
6.2
2.2
100
1437
3.5
100
720
3.3
100
908
NB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
0.1
18.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 20
HCM Unsignalized Intersection Capacity Analysis
121: Yuma St & Tenley Driveway
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBT
EBR
WBL
WBT
NBL
NBR
66
Free
0%
0.75
88
0
0
0.84
0
0
Stop
0%
0.92
0
17
8.0
4.0
1
0
0.75
0
120
Free
0%
0.84
143
18
14.0
4.0
2
None
0.92
0
None
EB 1
88
0
0
1700
0.05
0
0.0
WB 1
143
0
0
1454
0.00
0
0.0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
105
248
123
105
4.1
248
6.4
123
6.2
2.2
100
1454
3.5
100
727
3.3
100
895
NB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
0.0
22.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 21
HCM Unsignalized Intersection Capacity Analysis
122: Warren St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
27
Stop
0%
0.75
36
9
10.0
4.0
1
39
177
Free
0%
0.84
211
2
7
0.84
2
0.92
8
225
Free
0%
0.92
245
4
11.0
4.0
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.75
52
None
None
481
225
222
481
6.4
225
6.2
222
4.1
3.5
93
532
3.3
93
800
2.2
99
1321
WB 1
88
36
52
663
0.13
11
11.3
B
11.3
B
NB 1
213
0
2
1700
0.13
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
SB 1
252
8
0
1321
0.01
0
0.3
A
0.3
1.9
29.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 22
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
2
2
Stop
0%
0.63
3
187
10.0
4.0
13
6
12
7
22
16
0.71
10
0.87
25
0.87
20
0.87
18
369
Free
0%
0.87
424
8
10.0
4.0
1
27
0.71
17
718
Free
0%
0.87
825
2
10.0
4.0
0
17
0.63
10
29
Stop
0%
0.71
41
71
10.0
4.0
5
0.63
3
None
None
710
0.91
1165
0.91
1630
994
7.6
385
417
0.91
1219
0.91
1636
0.91
501
642
0.91
916
1502
6.6
417
7.0
1052
7.6
1508
6.6
268
7.0
642
4.2
721
4.2
3.5
96
79
4.0
96
84
3.3
98
501
3.5
86
122
4.0
51
83
3.3
98
623
2.2
97
799
2.2
98
745
EB 1
16
3
10
164
0.10
8
29.4
D
29.4
D
WB 1
68
17
10
105
0.65
81
87.7
F
87.7
F
NB 1
438
25
0
799
0.03
2
0.9
A
0.5
NB 2
432
0
20
1700
0.25
0
0.0
SB 1
230
18
0
745
0.02
2
1.1
A
0.5
SB 2
243
0
31
1700
0.14
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
4.9
49.2%
15
ICU Level of Service
0.87
31
A
Synchro 7 - Report
Page 23
HCM Unsignalized Intersection Capacity Analysis
124: Warren St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
2
12
Free
0%
0.67
18
1
10.0
4.0
0
2
6
6
1
3
0.79
8
0.42
2
0.42
10
0.59
5
2
Stop
0%
0.59
3
6
10.0
4.0
0
14
0.79
8
0
Stop
0%
0.42
0
12
10.0
4.0
1
4
0.67
3
54
Free
0%
0.79
68
7
10.0
4.0
0
0.67
3
None
0.59
24
None
229
82
33
151
135
38
135
132
79
82
4.1
33
4.1
151
7.1
135
6.5
38
6.2
135
7.1
132
6.5
79
6.2
2.2
100
1490
2.2
100
1547
3.5
100
768
4.0
100
736
3.3
99
1011
3.5
99
802
4.0
100
738
3.3
98
968
EB 1
24
3
3
1490
0.00
0
0.9
A
0.9
WB 1
84
8
8
1547
0.00
0
0.7
A
0.7
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
NB 1
12
2
10
951
0.01
1
8.8
A
8.8
A
3.2
18.7%
15
SB 1
32
5
24
909
0.04
3
9.1
A
9.1
A
ICU Level of Service
A
Synchro 7 - Report
Page 24
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
1900
12
23
1900
10
5.0
1.00
0.99
0.99
0.96
0.99
1348
0.94
1279
0.53
43
18
57
11
1900
12
19
1900
12
20
1900
12
28
1900
12
49
1900
12
0.68
29
0
0
45
0
0.91
31
0
0
169
0
0.91
26
0
0
104
0
0.86
57
0
0
104
0
1237
1900
10
9.0
0.91
0.99
1.00
1.00
1.00
4461
0.75
3348
0.86
1438
1
1516
19
1900
12
0.68
28
0
0
15
0
1588
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4573
0.86
3953
0.91
1745
1
1801
24
1900
12
0.53
21
0
0
15
0
13
1900
10
5.0
1.00
0.97
0.99
0.95
0.98
1283
0.85
1116
0.68
19
27
49
0.53
11
0
0
45
0
0
10
Perm
0
11
Perm
4
Perm
4
4
0
4
16
Perm
2
6
2
6
7.7
7.7
0.08
5.0
1.0
98
7.7
7.7
0.08
5.0
1.0
86
78.3
78.3
0.78
9.0
1.0
3095
78.3
78.3
0.78
9.0
1.0
2621
c0.04
0.59
44.6
1.02
5.7
51.1
D
51.1
D
0.04
0.57
44.6
1.00
5.6
50.2
D
50.2
D
c0.46
0.58
4.3
2.91
0.6
13.2
B
13.2
B
0.45
0.58
4.3
1.33
0.8
6.6
A
6.6
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
11.9
0.58
100.0
87.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.86
22
0
0
169
0
B
14.0
E
Synchro 7 - Report
Page 25
HCM Unsignalized Intersection Capacity Analysis
126: Van Ness St & 45th St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBT
EBR
WBL
WBT
NBL
NBR
Stop
70
0.95
74
16
0.95
17
32
0.95
34
Stop
194
0.95
204
Stop
18
0.95
19
63
0.95
66
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
91
0
17
-0.03
4.3
0.11
806
7.8
7.8
A
WB 1
238
34
0
0.11
4.3
0.28
809
9.0
9.0
A
NB 1
85
19
66
-0.34
4.3
0.10
777
7.8
7.8
A
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
8.5
A
34.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 26
HCM Signalized Intersection Capacity Analysis
127: Van Ness St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
15
1900
12
169
1900
11
6.0
1.00
0.99
1.00
0.99
1.00
1719
0.95
1647
0.80
211
1
240
9
1900
12
213
1900
10
6.0
1.00
1.00
0.94
1.00
0.95
1514
0.52
830
0.91
234
0
234
34
0
312
1900
11
6.0
1.00
1.00
1.00
1.00
1.00
1738
1.00
1738
0.91
343
1
353
10
1900
12
12
1900
12
180
1900
12
4
1900
12
0.91
11
0
0
26
0
7
0.91
13
0
0
105
0
676
1900
10
6.0
0.95
0.91
1.00
0.97
1.00
2818
0.95
2674
0.91
743
24
930
0.91
198
0
0
128
0
0.90
4
0
0
128
0
325
1900
10
6.0
1.00
1.00
1.00
1.00
1.00
1666
0.99
1653
0.90
361
0
365
21
1900
12
6.0
1.00
0.66
1.00
0.85
1.00
1013
1.00
1013
0.90
23
7
16
105
0
0.80
19
0
0
26
0
0
0.80
11
0
0
34
0
Perm
0
Perm
4
8
31.0
31.0
0.31
6.0
257
31.0
31.0
0.31
6.0
511
0.15
0.47
27.9
1.00
3.1
30.9
C
30.9
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
Perm
8
4
c0.28
0.91
33.2
0.61
34.6
55.0
E
25.6
0.72
100.0
80.0%
15
3
Perm
2
0.65
29.9
0.59
5.5
23.0
C
35.7
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
Perm
6
2
31.0
31.0
0.31
6.0
539
0.20
3
6
57.0
57.0
0.57
6.0
1524
57.0
57.0
0.57
6.0
942
c0.35
0.61
14.2
1.50
1.7
22.9
C
22.9
C
0.22
0.39
11.9
1.06
1.2
13.8
B
13.5
B
6
57.0
57.0
0.57
6.0
577
0.02
0.03
9.4
0.94
0.1
8.9
A
C
12.0
D
Synchro 7 - Report
Page 27
HCM Unsignalized Intersection Capacity Analysis
128: 42nd St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.77
0
85
14.0
4.0
8
96
138
0.75
184
593
Free
0%
0.83
714
16
0.77
125
779
Free
0%
0.75
1039
None
None
0.83
19
296
0.78
1696
0.78
809
0.78
819
1752
6.9
614
7.0
626
4.2
3.5
100
38
3.3
59
306
2.2
72
666
EB 1
125
0
125
306
0.41
48
24.6
C
24.6
C
NB 1
530
184
0
666
0.28
28
7.1
A
3.1
NB 2
692
0
0
1700
0.41
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
PM Peak Hour
SB 1
734
0
19
1700
0.43
0
0.0
0.0
3.3
73.8%
15
ICU Level of Service
D
Synchro 7 - Report
Page 28
HCM Signalized Intersection Capacity Analysis
129: Van Ness St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
61
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1519
0.28
447
0.95
64
0
64
33
227
1900
9
6.0
1.00
0.98
1.00
0.96
1.00
1507
1.00
1507
0.95
239
14
319
89
1900
12
57
1900
9
6.0
1.00
1.00
0.97
1.00
0.95
1498
0.34
537
0.95
60
0
60
52
256
1900
9
6.0
1.00
0.99
1.00
0.96
1.00
1538
1.00
1538
0.95
269
0
372
98
1900
12
0
1900
12
65
1900
12
61
1900
12
0.95
0
0
0
266
0.95
64
0
0
151
0
3
0
0
0.95
68
0
0
151
11
0
12
1095
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4389
0.72
3184
0.95
1153
4
1257
42
1900
12
0.95
103
0
0
33
1
0
22
1691
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4508
1.00
4508
0.95
1780
4
1844
16
0
0.95
94
0
0
52
2
0
Perm
0.14
0.53
31.1
0.87
13.4
40.5
D
0
Perm
4
4
27.0
27.0
0.27
6.0
121
0
27.0
27.0
0.27
6.0
407
0.21
0.11
0.41
30.0
1.00
8.5
38.5
D
0.78
33.8
0.86
12.2
41.4
D
41.3
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour
Perm
8
8
27.0
27.0
0.27
6.0
145
25.4
0.73
100.0
104.9%
15
0
0.95
44
0
0
266
2
6
6
27.0
27.0
0.27
6.0
415
c0.24
62.0
62.0
0.62
5.0
2795
c0.41
0.90
35.2
1.00
24.6
59.7
E
56.8
E
0.66
12.2
1.00
1.2
13.5
B
13.5
B
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
62.0
62.0
0.62
5.0
1974
0.39
0.64
11.9
2.17
1.3
27.2
C
27.2
C
C
11.0
G
Synchro 7 - Report
Page 29
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
54
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1481
0.44
684
0.95
57
0
57
160
218
1900
9
7.0
1.00
0.97
1.00
0.95
1.00
1501
1.00
1501
0.95
229
0
338
104
1900
12
60
1900
12
63
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
314
0
0
0
Perm
0.95
32
0
0
311
2
10
0.95
0
0
0
311
0
pm+pt
7
4
42.0
42.0
0.42
4.0
375
0.02
0.05
0.15
18.5
1.11
0.8
21.4
C
0.95
66
0
0
160
1
0
1961
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4573
1.00
4573
0.95
2064
1
2086
22
1900
12
0.95
63
0
0
75
921
1900
10
5.0
0.91
0.98
1.00
1.00
1.00
4503
1.00
4503
0.95
969
3
998
30
1900
12
0.95
109
0
0
75
149
1900
9
7.0
1.00
0.94
0.99
0.97
0.99
1454
0.83
1223
0.95
157
11
275
4
0
0
0
0
0
8
2
6
27.0
27.0
0.27
7.0
330
46.0
46.0
0.46
5.0
2071
0.22
46.0
46.0
0.46
5.0
2104
c0.46
0.48
18.7
0.96
0.8
18.7
B
18.7
B
0.99
26.8
1.00
17.7
44.5
D
44.5
D
0.95
23
0
0
314
2
12
8
42.0
42.0
0.42
7.0
630
c0.23
c0.22
0.83
34.4
1.00
21.3
55.6
E
55.6
E
0.54
21.7
1.08
3.1
26.6
C
25.8
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour with Improvements
36.5
0.92
100.0
92.7%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
D
19.0
F
Synchro 7 - Report
Page 1
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
AU Tenley Campus Further Processing
10/15/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0.95
0
Stop
220
0.95
232
49
0.95
52
122
0.95
128
Stop
302
0.95
318
0
0.95
0
100
0.95
105
Stop
0
0.95
0
27
0.95
28
102
0.95
107
Stop
0
0.95
0
42
0.95
44
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
283
0
52
-0.02
5.6
0.44
603
12.9
12.9
B
WB 1
446
128
0
0.14
5.5
0.68
635
19.2
19.2
C
NB 1
105
105
0
0.58
7.4
0.22
426
11.3
10.7
B
NB 2
28
0
28
-0.61
6.2
0.05
503
8.3
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) without Development
AM Peak Hour with Improvements
15.2
C
63.7%
15
SB 1
152
107
44
0.05
6.4
0.27
493
11.8
11.8
B
ICU Level of Service
B
Synchro 7 - Report
Page 2
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
1900
12
51
1900
10
5.0
1.00
0.99
1.00
0.95
1.00
1336
0.97
1304
0.73
70
31
102
37
1900
12
47
1900
12
5.0
1.00
1.00
0.99
1.00
0.95
1696
0.48
854
0.69
68
0
68
11
0
13
1900
10
5.0
1.00
0.99
1.00
0.94
1.00
1325
1.00
1325
0.69
19
11
21
9
1900
12
3
1900
12
10
1900
12
29
1900
12
0.90
3
0
0
134
0
0.90
11
0
0
87
0
0.92
32
0
0
87
0
1833
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4498
0.90
4050
0.92
1992
0
2034
9
1900
12
0.69
13
0
0
9
0
901
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
2794
0.95
2644
0.90
1001
0
1015
0.73
12
0
0
9
0
0
10
0.73
51
0
0
11
0
Perm
0
11
Perm
4
4
11.8
11.8
0.12
5.0
1.0
101
11.8
11.8
0.12
5.0
1.0
154
0.08
0.66
42.2
1.07
8.0
53.0
D
53.0
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
AM Peak Hour with Improvements
Perm
4
4
c0.08
0.67
42.3
1.00
13.0
55.3
E
8.7
0.68
100.0
80.5%
15
0
30
Perm
2
6
2
11.8
11.8
0.12
5.0
1.0
156
0.02
0.13
39.5
1.00
0.1
39.6
D
50.3
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
15
0.92
10
0
0
134
0
6
74.2
74.2
0.74
9.0
1.0
1962
74.2
74.2
0.74
9.0
1.0
3005
0.38
0.52
5.4
0.54
0.7
3.7
A
3.7
A
c0.50
0.68
6.7
0.80
0.9
6.3
A
6.3
A
A
14.0
D
Synchro 7 - Report
Page 3
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
51
1900
9
4.0
1.00
1.00
0.95
1.00
0.95
1472
0.41
633
0.95
54
0
54
210
185
1900
9
7.0
1.00
0.97
1.00
0.97
1.00
1535
1.00
1535
0.95
195
3
237
43
1900
12
46
1900
12
65
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
312
0.95
61
0
0
576
0.95
0
0
0
576
0
pm+pt
7
4
41.0
41.0
0.41
4.0
352
0.02
0.05
0.15
19.2
1.23
0.8
24.4
C
0
0.95
68
0
0
210
1
0
1117
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4491
1.00
4491
0.95
1176
4
1215
41
1900
12
0.95
48
0
0
132
1533
1900
10
5.0
0.91
0.97
1.00
0.99
1.00
4464
1.00
4464
0.95
1614
4
1671
58
1900
12
0.95
45
0
0
132
1
0
165
1900
9
7.0
1.00
0.93
0.98
0.97
0.99
1424
0.90
1288
0.95
174
11
279
0
12
0
0
10
0
Perm
4
0
0
8
2
6
26.0
26.0
0.26
7.0
335
47.0
47.0
0.47
5.0
2098
c0.37
47.0
47.0
0.47
5.0
2111
0.27
0.80
22.5
0.29
2.7
9.2
A
9.2
A
0.58
19.3
1.00
1.1
20.4
C
20.4
C
0.95
43
0
0
312
8
41.0
41.0
0.41
7.0
629
c0.15
c0.22
0.83
34.9
1.00
20.9
55.9
E
55.9
E
0.38
20.6
1.18
1.6
25.8
C
25.6
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour with Improvements
18.4
0.79
100.0
85.8%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
B
19.0
E
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
58
1900
9
4.0
1.00
1.00
0.95
1.00
0.95
1472
0.41
633
0.95
61
0
61
210
186
1900
9
7.0
1.00
0.97
1.00
0.97
1.00
1535
1.00
1535
0.95
196
3
238
43
1900
12
46
1900
12
65
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
312
0.95
61
0
0
576
0.95
0
0
0
576
0
pm+pt
7
4
41.0
41.0
0.41
4.0
352
0.02
0.05
0.17
19.3
1.21
1.0
24.3
C
0
0.95
68
0
0
210
1
0
1133
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4492
1.00
4492
0.95
1193
4
1232
41
1900
12
0.95
48
0
0
132
1542
1900
10
5.0
0.91
0.97
1.00
0.99
1.00
4465
1.00
4465
0.95
1623
4
1680
58
1900
12
0.95
45
0
0
132
1
0
165
1900
9
7.0
1.00
0.93
0.98
0.97
0.99
1424
0.90
1288
0.95
174
11
279
0
12
0
0
10
0
Perm
4
0
0
8
2
6
26.0
26.0
0.26
7.0
335
47.0
47.0
0.47
5.0
2099
c0.38
47.0
47.0
0.47
5.0
2111
0.27
0.80
22.5
0.30
2.7
9.5
A
9.5
A
0.58
19.4
1.00
1.2
20.5
C
20.5
C
0.95
43
0
0
312
8
41.0
41.0
0.41
7.0
629
c0.16
c0.22
0.83
34.9
1.00
20.9
55.9
E
55.9
E
0.38
20.6
1.15
1.6
25.3
C
25.1
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour with Improvements
18.5
0.79
100.0
86.0%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
B
19.0
E
Synchro 7 - Report
Page 2
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
1900
12
23
1900
10
5.0
1.00
0.99
0.99
0.96
0.99
1347
0.94
1273
0.53
43
18
57
11
1900
12
19
1900
12
5.0
1.00
1.00
0.98
1.00
0.95
1688
0.71
1253
0.68
28
0
28
15
0
13
1900
10
5.0
1.00
0.95
1.00
0.91
1.00
1239
1.00
1239
0.68
19
27
21
20
1900
12
28
1900
12
24
1900
12
49
1900
12
0.91
31
0
0
169
0
0.91
26
0
0
104
0
0.86
57
0
0
104
0
1237
1900
10
9.0
0.91
0.99
1.00
1.00
1.00
4461
0.75
3348
0.86
1438
1
1516
19
1900
12
0.68
29
0
0
45
0
1588
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4573
0.86
3953
0.91
1745
1
1801
0.53
11
0
0
45
0
0
10
0.53
21
0
0
15
0
Perm
0
11
Perm
4
4
7.5
7.5
0.08
5.0
1.0
94
7.5
7.5
0.08
5.0
1.0
95
c0.05
0.60
44.8
1.02
7.2
52.8
D
52.8
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) without Development
PM Peak Hour with Improvements
Perm
4
4
0.02
0.30
43.8
1.00
0.6
44.4
D
11.7
0.58
100.0
87.3%
15
0
Perm
2
6
2
7.5
7.5
0.08
5.0
1.0
93
0.02
0.23
43.5
1.00
0.5
44.0
D
44.1
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
16
0.86
22
0
0
169
0
6
78.5
78.5
0.78
9.0
1.0
3103
78.5
78.5
0.78
9.0
1.0
2628
c0.46
0.58
4.2
2.94
0.6
13.1
B
13.1
B
0.45
0.58
4.2
1.31
0.8
6.4
A
6.4
A
B
14.0
E
Synchro 7 - Report
Page 3
Technical Appendices – Tenley Campus Further Processing
Gorove/Slade Associates
APPENDIX K –
FUTURE (2014) WITH WCL RELOCATION
CAPACITY ANALYSIS RESULTS
October 21, 2011
HCM Signalized Intersection Capacity Analysis
101: Albemarle St & 42nd St
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
93
1900
12
136
1900
16
9.0
1.00
0.98
0.96
0.99
0.98
1867
0.79
1498
0.82
166
0
303
20
1900
12
13
1900
12
35
1900
12
15
1900
12
25
1900
12
0.79
44
0
0
59
0.87
17
0
0
115
0.87
9
0
0
518
0.90
28
0
0
518
103
1900
10
9.0
1.00
0.94
0.94
0.97
0.99
1208
0.91
1105
0.90
114
0
189
42
1900
12
0.79
16
0
0
109
196
1900
10
9.0
1.00
0.98
0.99
1.00
1.00
1271
0.97
1231
0.87
225
0
251
8
1900
12
0.82
24
0
0
109
122
1900
10
9.0
1.00
0.97
0.99
0.97
1.00
1366
0.95
1297
0.79
154
0
214
0.82
113
0
0
59
5
Perm
Perm
4
23
11
Perm
8
4
8
Perm
2
6
2
6
14.0
14.0
0.28
9.0
419
14.0
14.0
0.28
9.0
363
18.0
18.0
0.36
9.0
443
18.0
18.0
0.36
9.0
398
c0.20
0.72
16.3
1.00
10.4
26.6
C
26.6
C
0.17
0.59
15.5
0.72
3.4
14.7
B
14.7
B
c0.20
0.57
12.9
1.00
5.2
18.0
B
18.0
B
0.17
0.47
12.4
1.00
4.0
16.4
B
16.4
B
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
19.7
0.63
50.0
64.1%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.90
47
0
0
115
B
18.0
C
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
54
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1492
0.39
614
0.95
57
0
57
160
218
1900
9
7.0
1.00
0.97
1.00
0.95
1.00
1501
1.00
1501
0.95
229
1
337
104
1900
12
60
1900
12
63
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
314
0
0
0
Perm
0.95
32
0
0
311
2
10
0.95
0
0
0
311
0
pm+pt
7
4
37.0
37.0
0.37
4.0
324
0.02
0.05
0.18
21.9
1.09
1.1
25.0
C
0.95
66
0
0
160
1
0
2006
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4574
1.00
4574
0.95
2112
1
2134
22
1900
12
0.95
63
0
0
75
919
1900
10
5.0
0.91
0.98
1.00
1.00
1.00
4503
1.00
4503
0.95
967
3
996
30
1900
12
0.95
109
0
0
75
149
1900
9
7.0
1.00
0.94
0.99
0.97
0.99
1454
0.83
1214
0.95
157
11
275
4
0
0
0
0
0
8
2
6
22.0
22.0
0.22
7.0
267
51.0
51.0
0.51
5.0
2297
0.22
51.0
51.0
0.51
5.0
2333
c0.47
0.43
15.4
0.87
0.6
14.0
B
14.0
B
0.91
22.5
1.00
7.0
29.5
C
29.5
C
0.95
23
0
0
314
2
12
8
37.0
37.0
0.37
7.0
555
c0.22
c0.23
1.03
39.0
1.16
61.6
107.0
F
107.0
F
0.61
25.6
1.08
4.7
32.3
C
31.3
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
31.4
0.95
100.0
93.5%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
19.0
F
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
103: Albemarle St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
WBT
WBR
SBL
SBR
36
269
Free
0%
0.95
283
43
10.0
4.0
3
277
Free
0%
0.95
292
25
10.0
4.0
2
167
0
Stop
0%
0.95
0
130
0.0
4.0
0
0
None
None
330
334
0.95
38
0.95
176
0.95
0
0.90
597
0.93
893
0.90
552
499
4.1
711
6.4
449
6.2
2.2
96
947
3.5
100
346
3.3
100
528
EB 1
321
38
0
947
0.04
3
1.4
A
1.4
WB 1
467
0
176
1700
0.27
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
0.6
62.0%
15
ICU Level of Service
B
Synchro 7 - Report
Page 3
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
220
Free
0%
0.95
232
43
10.0
4.0
3
49
122
0
100
102
0.95
0
0.95
105
0.95
28
0.95
107
0
Stop
0%
0.95
0
130
12.0
4.0
11
42
0.95
128
0
Stop
0%
0.95
0
36
11.0
4.0
3
27
0.95
52
302
Free
0%
0.95
318
25
10.0
4.0
2
0.95
0
0.95
44
1
None
None
393
271
0.86
448
319
0.86
955
0.86
998
318
0.86
1001
0.86
1024
0.86
491
274
4.1
319
4.1
865
7.1
915
6.5
318
6.2
919
7.1
945
6.5
324
6.2
2.2
100
973
2.2
89
1190
3.5
36
166
4.0
100
179
3.3
96
684
3.5
27
148
4.0
100
172
3.3
92
527
EB 1
283
0
52
1700
0.17
0
0.0
0.0
WB 1
446
128
0
1190
0.11
9
3.2
A
3.2
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
NB 1
134
105
28
202
0.66
100
52.2
F
52.2
F
19.5
63.7%
15
SB 1
152
107
44
187
0.81
141
75.3
F
75.3
F
ICU Level of Service
B
Synchro 7 - Report
Page 4
HCM Signalized Intersection Capacity Analysis
105: Albemarle St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
65
1900
11
5.0
1.00
1.00
0.97
1.00
0.95
1606
0.39
661
0.88
74
0
74
42
Perm
233
1900
14
5.0
1.00
1.00
1.00
1.00
1.00
1921
1.00
1921
0.88
265
0
270
4
1900
12
45
1900
10
5.0
1.00
1.00
0.94
1.00
0.95
1512
0.41
651
0.78
58
0
58
70
Perm
219
1900
10
5.0
1.00
1.00
1.00
1.00
1.00
1689
1.00
1689
0.78
281
0
281
0
1900
12
3
1900
12
31
1900
12
2
1900
12
0.80
4
0
0
14
Perm
0.80
39
0
0
20
0.93
2
0
0
20
Perm
632
1900
10
5.0
0.95
0.99
1.00
0.97
1.00
3092
0.95
2951
0.93
680
0
827
135
1900
12
0.78
0
0
0
42
378
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3153
0.95
2998
0.80
472
0
515
0.88
5
0
0
70
4
4
26.0
26.0
0.26
5.0
172
0.11
0.43
30.8
0.89
7.4
35.0
C
8
8
26.0
26.0
0.26
5.0
169
26.0
26.0
0.26
5.0
499
0.14
0.09
0.34
30.1
1.00
5.5
35.5
D
0.54
31.9
0.91
4.0
33.0
C
33.4
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
20.1
0.50
100.0
61.0%
15
2
6
2
26.0
26.0
0.26
5.0
439
c0.17
0.64
32.8
1.00
7.0
39.8
D
39.1
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.93
145
0
0
14
6
64.0
64.0
0.64
5.0
1919
64.0
64.0
0.64
5.0
1889
0.17
0.27
7.8
1.90
0.3
15.2
B
15.2
B
c0.28
0.44
9.0
1.00
0.7
9.7
A
9.7
A
C
10.0
B
Synchro 7 - Report
Page 5
HCM Signalized Intersection Capacity Analysis
106: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
28
0
0.92
0
0
0
0.92
0
0
0
0.89
0
0
0
94
1900
14
5.0
0.95
0.98
1.00
0.90
1.00
1525
1.00
1525
0.89
106
75
241
0
15
0
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
32.8
0.48
100.0
46.6%
15
WBR
NBL
NBT
NBR
SBL
SBT
SBR
457
1900
14
2.0
0.95
1.00
1.00
0.85
1.00
1559
1.00
1559
0.89
513
70
233
28
15
0
custom
2 6 8 10 11
0
1900
12
0
1900
12
0
1900
12
0
1900
12
3
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.94
0
0
0
685
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
3207
1.00
3207
0.94
729
0
732
0
0
0
0
0
0
62.0
60.0
0.60
77.0
77.0
0.77
915
c0.16
1200
0.15
0.26
9.5
2.05
0.6
20.1
C
10.4
B
0.19
3.1
0.00
0.3
0.3
A
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.94
3
0
0
4
24.0
24.0
0.24
9.0
770
c0.23
0.95
37.4
0.82
21.2
51.8
D
51.8
D
0.0
A
C
19.0
A
Synchro 7 - Report
Page 6
HCM Unsignalized Intersection Capacity Analysis
107: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.89
0
195
0
0.92
0
685
Free
0%
0.94
729
0
0.89
219
0
Free
0%
0.92
0
None
None
175
69
0.78
729
0.78
364
0.78
729
81
6.9
0
7.0
81
4.2
3.5
100
703
3.3
74
836
2.2
100
1161
EB 1
219
0
219
836
0.26
26
10.8
B
10.8
B
SB 1
364
0
0
1700
0.21
0
0.0
SB 2
364
0
0
1700
0.21
0
0.0
0.94
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
2.5
46.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 7
HCM Unsignalized Intersection Capacity Analysis
108: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/14/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
110
Stop
0%
0.92
120
0
0
Free
0%
0.92
0
0
0
0.92
0
0.94
0
880
Free
0%
0.94
936
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
110
134
0.78
468
0
0
0
6.9
0
7.0
0
4.2
3.5
85
792
3.3
100
1075
2.2
100
1600
WB 1
120
120
0
792
0.15
13
10.4
B
10.4
B
SB 1
468
0
0
1700
0.28
0
0.0
SB 2
468
0
0
1700
0.28
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
1.2
49.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 8
HCM Signalized Intersection Capacity Analysis
109: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1640
1900
10
12.0
0.91
0.95
1.00
0.98
1.00
4269
1.00
4269
0.97
1691
0
2000
300
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
255
1900
12
0.92
0
0
0
77
0
0.92
0
0
0
6
10
0.92
0
0
0
39
0
0.92
0
0
0
0.92
0
0
0
0.94
271
0
0
721
1900
16
5.0
0.95
1.00
1.00
1.00
0.99
3835
0.99
3835
0.94
767
1
1053
15
1900
12
0.97
309
0
0
77
0
926
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.92
1007
0
1007
0
0
0
Perm
0.97
0
0
0
6
0
0
8 12
0
26
0
0.94
16
0
0
39
0
4
4
55.0
53.0
0.53
62.0
60.0
0.60
2263
c0.47
2767
0.22
0.88
20.8
0.19
2.4
6.3
A
6.3
A
0.36
10.2
0.65
0.3
7.0
A
7.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
13.2
1.05
100.0
81.2%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
28.0
28.0
0.28
5.0
1074
0.27
0.98
35.7
0.35
19.7
32.1
C
32.1
C
0.0
A
B
29.0
D
Synchro 7 - Report
Page 9
HCM Signalized Intersection Capacity Analysis
110: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1895
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.97
1954
0
1954
0
1900
12
0
1900
12
166
1900
12
161
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
77
0
0.92
180
0
0
6
0
0.91
177
0
0
488
1900
15
5.0
0.95
1.00
1.00
0.99
0.99
3671
0.99
3671
0.91
536
7
783
70
1900
12
0.97
0
0
0
77
8
765
1900
10
2.0
0.95
1.00
1.00
0.97
1.00
3113
1.00
3113
0.92
832
23
989
0.91
77
0
0
22
0
0.92
0
0
0
22
0
0.92
0
0
0
0.92
0
0
0
0
0
0.97
0
0
0
6
0
0
2 12
0
0
Perm
68
0
10
10
62.0
60.0
0.60
55.0
55.0
0.55
2767
c0.42
1712
0.32
0.71
13.9
0.20
0.7
3.5
A
3.5
A
0.58
14.8
0.18
1.2
3.8
A
3.8
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
5.8
0.75
100.0
81.2%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
28.0
28.0
0.28
5.0
1028
0.21
0.76
32.9
0.30
3.9
13.8
B
13.8
B
0.0
A
A
15.0
D
Synchro 7 - Report
Page 10
HCM Unsignalized Intersection Capacity Analysis
111: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
0
110
0.91
121
0
Free
0%
0.92
0
0
0.92
0
551
Free
0%
0.91
605
None
None
202
152
545
0
0
545
6.9
0
7.0
0
4.2
3.5
100
427
3.3
100
1075
2.2
92
1600
NB 1
323
121
0
1600
0.08
6
3.2
A
1.4
NB 2
404
0
0
1700
0.24
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
1.4
49.4%
15
0.92
0
ICU Level of Service
A
Synchro 7 - Report
Page 11
HCM Unsignalized Intersection Capacity Analysis
112: Yuma Street & Nebraska Ave
AU Tenley Campus Further Processing
10/14/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.78
0
9
14.0
4.0
1
91
570
Free
0%
0.78
731
83
0
0.78
106
0.92
0
0
Free
0%
0.92
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.78
117
None
None
107
247
0.82
793
0.82
428
0.82
846
305
6.9
0
7.0
370
4.2
3.5
100
531
3.3
87
872
2.2
100
945
WB 1
117
0
117
872
0.13
12
9.8
A
9.8
A
NB 1
487
0
0
1700
0.29
0
0.0
NB 2
350
0
106
1700
0.21
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
1.2
30.8%
15
ICU Level of Service
A
Synchro 7 - Report
Page 12
HCM Unsignalized Intersection Capacity Analysis
113: Yuma St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.77
0
70
13.0
4.0
6
111
0
0.92
0
931
Free
0%
0.77
1209
89
0.77
144
0
Free
0%
0.92
0
None
None
216
103
0.74
1337
0.74
732
0.74
1395
741
6.9
0
7.0
820
4.2
3.5
100
238
3.3
81
741
2.2
100
542
EB 1
144
0
144
741
0.19
18
11.0
B
11.0
B
SB 1
806
0
0
1700
0.47
0
0.0
SB 2
519
0
116
1700
0.31
0
0.0
0.77
116
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
1.1
42.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 13
HCM Unsignalized Intersection Capacity Analysis
114: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.92
0
0
0
Free
0%
0.92
0
0
201
0.92
0
0.79
254
841
Free
0%
0.79
1065
0.92
0
None
None
123
196
0.75
1041
0
0
397
6.9
0
7.0
0
4.2
3.5
100
362
3.3
100
1075
2.2
84
1600
SB 1
609
254
0
1600
0.16
14
4.1
A
1.9
SB 2
710
0
0
1700
0.42
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
1.9
50.1%
15
ICU Level of Service
A
Synchro 7 - Report
Page 14
HCM Unsignalized Intersection Capacity Analysis
115: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBR
NBL
NBT
SBT
SBR
201
Yield
0%
0.92
218
0
0
0.79
0
0
Free
0%
0.92
0
0
0.92
0
518
Free
0%
0.79
656
None
None
117
88
328
0
0
328
6.9
0
7.0
0
4.2
3.5
65
633
3.3
100
1075
2.2
100
1600
EB 1
218
218
0
633
0.35
38
13.7
B
13.7
B
NB 1
328
0
0
1700
0.19
0
0.0
NB 2
328
0
0
1700
0.19
0
0.0
0.92
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
3.4
61.2%
15
ICU Level of Service
B
Synchro 7 - Report
Page 15
HCM Signalized Intersection Capacity Analysis
116: Nebraska Ave &
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
WBL
WBR
NBT
NBR
SBL
SBT
0
1900
12
0
1900
12
0.92
0
0
0
68
0
518
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1347
1.00
1347
0.79
656
0
328
0
1900
12
0.92
0
0
0
0
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1364
1.00
1364
0.79
0
0
328
0.79
0
0
0
842
1900
10
28.0
0.95
1.00
1.00
1.00
1.00
3209
1.00
3209
0.79
1066
0
1066
0
0
0
2
3
Prot
2
27.0
27.0
0.27
47.0
368
0.24
27.0
27.0
0.27
47.0
364
0.24
100.0
100.0
1.00
28.0
3209
c0.33
0.89
35.1
1.51
24.5
77.7
E
78.5
E
0.90
35.2
1.51
26.1
79.4
E
0.33
0.0
1.00
0.2
0.2
A
0.2
A
0
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
30.0
0.33
100.0
69.8%
15
8
HCM Level of Service
C
Sum of lost time (s)
ICU Level of Service
0.0
C
Synchro 7 - Report
Page 16
HCM Unsignalized Intersection Capacity Analysis
118: Yuma St & 42nd St
AU Tenley Campus Further Processing
10/14/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
18
0.71
25
Stop
135
0.71
190
23
0.71
32
8
0.67
12
Stop
59
0.67
88
15
0.67
22
6
0.91
7
Stop
137
0.91
151
24
0.91
26
26
0.84
31
Stop
130
0.84
155
12
0.84
14
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
248
25
32
0.03
5.2
0.36
650
11.0
11.0
B
WB 1
122
12
22
-0.01
5.3
0.18
611
9.5
9.5
A
NB 1
184
7
26
0.01
5.2
0.27
637
10.1
10.1
B
SB 1
200
31
14
0.07
5.3
0.29
632
10.4
10.4
B
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
10.4
B
39.2%
15
ICU Level of Service
A
Synchro 7 - Report
Page 17
HCM Unsignalized Intersection Capacity Analysis
122: Warren St & 42nd St
AU Tenley Campus Further Processing
10/14/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
1
Stop
0%
0.80
1
12
10.0
4.0
1
18
174
Free
0%
0.79
220
6
39
0.79
8
0.96
41
156
Free
0%
0.96
162
1
11.0
4.0
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.80
22
None
None
480
237
240
480
6.4
237
6.2
240
4.1
3.5
100
518
3.3
97
787
2.2
97
1299
WB 1
24
1
22
766
0.03
2
9.8
A
9.8
A
NB 1
228
0
8
1700
0.13
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
SB 1
203
41
0
1299
0.03
2
1.8
A
1.8
1.3
34.8%
15
ICU Level of Service
A
Synchro 7 - Report
Page 18
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
3
13
Stop
0%
0.69
19
54
10.0
4.0
4
12
8
18
16
6
0.56
32
0.89
18
0.89
24
0.80
8
734
Free
0%
0.80
918
6
10.0
4.0
0
8
0.56
14
566
Free
0%
0.89
636
4
10.0
4.0
0
21
0.69
17
5
Stop
0%
0.56
9
34
10.0
4.0
2
0.69
4
None
None
695
385
1388
1721
522
1222
1714
370
982
694
1388
7.6
1721
6.6
522
7.0
1222
7.6
1714
6.6
370
7.0
982
4.2
694
4.2
3.5
94
76
4.0
76
78
3.3
96
472
3.5
85
94
4.0
89
78
3.3
95
602
2.2
97
656
2.2
99
857
EB 1
41
4
17
121
0.34
34
49.2
E
49.2
E
WB 1
55
14
32
173
0.32
32
35.2
E
35.2
E
NB 1
336
18
0
656
0.03
2
0.9
A
0.5
NB 2
342
0
24
1700
0.20
0
0.0
SB 1
466
8
0
857
0.01
1
0.3
A
0.1
SB 2
469
0
10
1700
0.28
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
2.6
40.2%
15
ICU Level of Service
0.80
10
A
Synchro 7 - Report
Page 19
HCM Unsignalized Intersection Capacity Analysis
124: Warren St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
92
Free
0%
0.76
121
6
10.0
4.0
0
2
7
4
2
6
0.70
6
0.46
4
0.46
17
0.50
12
5
Stop
0%
0.50
10
4
10.0
4.0
0
5
0.70
10
1
Stop
0%
0.46
2
5
10.0
4.0
0
8
0.76
3
30
Free
0%
0.70
43
0.76
8
None
0.50
10
None
229
53
129
230
216
127
226
214
56
53
4.1
129
4.1
230
7.1
216
6.5
127
6.2
226
7.1
214
6.5
56
6.2
2.2
99
1530
2.2
99
1434
3.5
99
688
4.0
100
664
3.3
98
912
3.5
98
695
4.0
98
666
3.3
99
996
EB 1
132
8
3
1530
0.01
0
0.5
A
0.5
WB 1
59
10
6
1434
0.01
1
1.3
A
1.3
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
NB 1
24
4
17
834
0.03
2
9.4
A
9.4
A
2.8
18.8%
15
SB 1
32
12
10
756
0.04
3
10.0
A
10.0
A
ICU Level of Service
A
Synchro 7 - Report
Page 20
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
1900
12
51
1900
10
5.0
1.00
0.99
1.00
0.95
1.00
1337
0.97
1305
0.73
70
30
103
37
1900
12
47
1900
12
9
1900
12
16
1900
12
29
1900
12
0.69
13
0
0
9
0
0.90
18
0
0
134
0
0.90
11
0
0
87
0
0.92
32
0
0
87
0
1831
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4498
0.90
4046
0.92
1990
0
2032
9
1900
12
0.69
68
0
0
11
0
901
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
2791
0.86
2406
0.90
1001
0
1030
10
1900
12
0.73
51
0
0
11
0
13
1900
10
5.0
1.00
1.00
0.99
0.98
0.97
1338
0.57
792
0.69
19
7
93
0.73
12
0
0
9
0
0
10
Perm
0
11
Perm
4
Perm
4
4
0
30
4
15
Perm
2
6
2
6
13.0
13.0
0.13
5.0
1.0
170
13.0
13.0
0.13
5.0
1.0
103
73.0
73.0
0.73
9.0
1.0
1756
73.0
73.0
0.73
9.0
1.0
2954
0.08
0.60
41.1
1.07
4.1
48.0
D
48.0
D
c0.12
0.90
42.9
1.00
57.6
100.5
F
100.5
F
0.43
0.59
6.4
0.49
1.0
4.1
A
4.1
A
c0.50
0.69
7.3
0.73
1.0
6.3
A
6.3
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
10.2
0.72
100.0
79.0%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.92
10
0
0
134
0
B
14.0
D
Synchro 7 - Report
Page 21
HCM Unsignalized Intersection Capacity Analysis
126: Van Ness St & 45th St
AU Tenley Campus Further Processing
10/14/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBT
EBR
WBL
WBT
NBL
NBR
Stop
122
0.95
128
6
0.95
6
16
0.95
17
Stop
115
0.95
121
Stop
10
0.95
11
113
0.95
119
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
135
0
6
0.06
4.4
0.16
791
8.3
8.3
A
WB 1
138
17
0
0.11
4.4
0.17
775
8.4
8.4
A
NB 1
129
11
119
-0.45
4.1
0.15
829
7.8
7.8
A
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
8.1
A
34.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 22
HCM Signalized Intersection Capacity Analysis
127: Van Ness St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
14
1900
12
443
1900
11
6.0
1.00
1.00
1.00
1.00
1.00
1743
0.99
1724
0.96
461
0
480
4
1900
12
92
1900
10
6.0
1.00
1.00
1.00
1.00
0.95
1604
0.25
425
0.95
97
0
97
22
0
174
1900
11
6.0
1.00
1.00
1.00
0.99
1.00
1727
1.00
1727
0.95
183
3
195
14
1900
12
11
1900
12
274
1900
12
6
1900
12
0.91
12
0
0
43
0
0.91
301
0
0
14
0
0.82
7
0
0
14
0
694
1900
10
6.0
0.95
0.99
1.00
0.99
1.00
3148
0.95
2985
0.82
846
3
887
30
1900
12
0.95
15
0
0
4
0
7
530
1900
10
6.0
0.95
0.98
1.00
0.95
1.00
2962
0.94
2784
0.91
582
45
850
0.96
15
0
0
4
0
0
0.96
4
0
0
22
0
Perm
0
Perm
4
8
29.0
29.0
0.29
6.0
123
29.0
29.0
0.29
6.0
500
c0.28
0.96
34.9
1.00
31.4
66.4
E
66.4
E
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour
Perm
8
4
0.23
0.79
32.7
1.21
26.2
65.6
E
23.2
0.66
100.0
84.7%
15
3
Perm
2
6
2
29.0
29.0
0.29
6.0
501
0.11
0.39
28.4
1.22
1.4
36.1
D
45.8
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
3
0.82
37
0
0
43
0
6
59.0
59.0
0.59
6.0
1643
59.0
59.0
0.59
6.0
1761
c0.31
0.52
12.1
0.55
0.7
7.4
A
7.4
A
0.30
0.50
12.0
0.61
1.0
8.3
A
8.3
A
C
12.0
E
Synchro 7 - Report
Page 23
HCM Unsignalized Intersection Capacity Analysis
128: 42nd St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBR
NBL
NBT
SBT
SBR
1
Stop
0%
0.80
1
35
14.0
4.0
3
118
135
0.92
147
587
Free
0%
0.93
631
61
0.80
148
762
Free
0%
0.92
828
None
None
0.93
66
311
0.90
1821
0.90
383
0.90
732
1693
6.9
100
7.0
486
4.2
3.5
98
60
3.3
82
807
2.2
84
917
EB 1
149
1
148
730
0.20
19
11.2
B
11.2
B
NB 1
975
147
0
917
0.16
14
4.0
A
4.0
SB 1
421
0
0
1700
0.25
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
SB 2
276
0
66
1700
0.16
0
0.0
0.0
3.1
83.4%
15
ICU Level of Service
E
Synchro 7 - Report
Page 24
HCM Signalized Intersection Capacity Analysis
129: Van Ness St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
22
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1517
0.37
584
0.95
23
0
23
29
257
1900
9
6.0
1.00
0.99
1.00
0.96
1.00
1526
1.00
1526
0.95
271
8
359
91
1900
12
71
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1523
0.26
410
0.95
75
0
75
29
234
1900
9
6.0
1.00
0.99
1.00
0.97
1.00
1569
1.00
1569
0.95
246
0
302
53
1900
12
35
1900
12
45
1900
12
51
1900
12
0.95
37
0
0
151
0.95
54
0
0
77
0
3
0
0
0.95
47
0
0
77
3
0
12
1732
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4422
0.85
3760
0.95
1823
4
1935
59
1900
12
0.95
56
0
0
29
1
0
22
1036
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3154
0.79
2488
0.95
1091
3
1172
15
0
0.95
96
0
0
29
2
0
Perm
Perm
4
4
25.0
25.0
0.25
6.0
146
0.04
0.16
29.3
0.73
1.4
22.7
C
8
25.0
25.0
0.25
6.0
103
0.18
0.73
34.4
1.00
36.1
70.5
E
0.94
36.8
0.70
23.4
49.0
D
47.5
D
Future Conditions (2014) with Development
AM Peak Hour
20.9
0.84
100.0
114.0%
15
0
Perm
8
25.0
25.0
0.25
6.0
382
c0.24
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
0
Perm
2
6
2
25.0
25.0
0.25
6.0
392
0.19
0.77
34.8
1.00
13.6
48.4
D
52.8
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0
0.95
62
0
0
151
6
64.0
64.0
0.64
5.0
1592
64.0
64.0
0.64
5.0
2406
0.47
0.74
12.3
1.00
3.1
15.3
B
15.3
B
c0.51
0.80
13.4
0.78
2.2
12.7
B
12.7
B
C
11.0
H
Synchro 7 - Report
Page 25
HCM Unsignalized Intersection Capacity Analysis
130: Yuma St & Tenley Parking
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/14/2011
EBT
EBR
WBL
WBT
NBL
NBR
181
Free
0%
0.78
232
1
14.0
4.0
0
20
11
0.65
17
0
Stop
0%
0.58
0
12
12.0
4.0
1
0
0.78
26
84
Free
0%
0.65
129
4
14.0
4.0
0
None
EB 1
258
0
26
1700
0.15
0
0.0
0.0
0.58
0
None
WB 1
146
17
0
1264
0.01
1
1.0
A
1.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
270
421
261
270
4.1
421
6.4
261
6.2
2.2
99
1264
3.5
100
569
3.3
100
760
NB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
0.4
24.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 26
HCM Unsignalized Intersection Capacity Analysis
131: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.33
0
6
12.0
4.0
1
0
45
0.79
57
731
Free
0%
0.79
925
98
0.33
0
506
Free
0%
0.79
641
None
None
868
212
0.82
1748
531
1055
1804
6.9
531
7.0
1055
4.2
3.5
100
51
3.3
100
483
2.2
91
635
EB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
NB 1
697
57
0
635
0.09
7
2.4
A
2.4
SB 1
617
0
0
1700
0.36
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour
0.79
124
SB 2
432
0
124
1700
0.25
0
0.0
0.0
1.0
59.2%
15
ICU Level of Service
B
Synchro 7 - Report
Page 27
HCM Signalized Intersection Capacity Analysis
101: Albemarle St & 42nd St
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
53
1900
12
201
1900
16
9.0
1.00
0.99
0.99
0.99
0.99
1979
0.86
1709
0.88
228
0
308
18
1900
12
8
1900
12
45
1900
12
5
1900
12
18
1900
12
0.85
53
0
0
47
0.71
7
0
0
176
0.71
20
0
0
52
0.81
22
0
0
52
83
1900
10
9.0
1.00
0.86
0.99
0.96
0.99
1151
0.92
1068
0.81
102
0
181
46
1900
12
0.85
9
0
0
32
129
1900
10
9.0
1.00
0.99
0.99
0.99
1.00
1273
0.98
1253
0.71
182
0
209
14
1900
12
0.88
20
0
0
32
196
1900
10
9.0
1.00
0.98
1.00
0.98
1.00
1409
0.98
1385
0.85
231
0
293
0.88
60
0
0
47
5
Perm
Perm
2
23
11
Perm
6
2
6
Perm
8
4
8
4
18.0
18.0
0.36
9.0
615
18.0
18.0
0.36
9.0
499
14.0
14.0
0.28
9.0
351
14.0
14.0
0.28
9.0
299
0.18
0.50
12.5
1.00
2.9
15.4
B
15.4
B
c0.21
0.59
13.0
0.66
3.6
12.1
B
12.1
B
0.17
0.60
15.6
1.00
7.3
22.8
C
22.8
C
c0.17
0.61
15.6
1.00
8.8
24.4
C
24.4
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
17.6
0.60
50.0
69.3%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.81
57
0
0
176
B
18.0
C
Synchro 7 - Report
Page 1
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
58
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1487
0.35
549
0.95
61
0
61
210
186
1900
9
7.0
1.00
0.97
1.00
0.97
1.00
1535
1.00
1535
0.95
196
6
235
43
1900
12
46
1900
12
65
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
312
0.95
61
0
0
576
0.95
0
0
0
576
0
pm+pt
7
4
36.0
36.0
0.36
4.0
301
0.02
0.05
0.20
22.7
1.20
1.4
28.6
C
0
0.95
68
0
0
210
1
0
1133
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4492
1.00
4492
0.95
1193
4
1232
41
1900
12
0.95
48
0
0
132
1542
1900
10
5.0
0.91
0.97
1.00
0.99
1.00
4465
1.00
4465
0.95
1623
4
1680
58
1900
12
0.95
45
0
0
132
1
0
165
1900
9
7.0
1.00
0.93
0.98
0.97
0.99
1424
0.89
1277
0.95
174
11
279
0
12
0
0
10
0
Perm
4
0
0
8
2
6
21.0
21.0
0.21
7.0
268
52.0
52.0
0.52
5.0
2322
c0.38
52.0
52.0
0.52
5.0
2336
0.27
0.72
18.5
0.32
1.6
7.6
A
7.6
A
0.53
15.9
1.00
0.9
16.7
B
16.7
B
0.95
43
0
0
312
8
36.0
36.0
0.36
7.0
553
c0.15
c0.22
1.04
39.5
0.95
64.7
102.3
F
102.3
F
0.43
24.2
1.16
2.2
30.2
C
29.9
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
20.6
0.80
100.0
86.0%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
19.0
E
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
103: Albemarle St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
WBT
WBR
SBL
SBR
43
462
Free
0%
0.95
486
66
10.0
4.0
5
256
Free
0%
0.95
269
27
10.0
4.0
2
217
0
Stop
0%
0.95
0
171
0.0
4.0
0
0
None
None
330
334
0.95
23
0.95
228
0.95
0
0.88
669
0.91
1113
0.88
621
552
4.1
890
6.4
497
6.2
2.2
97
879
3.5
100
271
3.3
100
474
EB 1
509
23
0
879
0.03
2
0.7
A
0.7
WB 1
498
0
228
1700
0.29
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
0.4
60.7%
15
ICU Level of Service
B
Synchro 7 - Report
Page 3
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
337
Free
0%
0.95
355
66
10.0
4.0
5
125
16
0
110
191
0.95
0
0.95
116
0.95
17
0.95
201
0
Stop
0%
0.95
0
171
12.0
4.0
14
67
0.95
17
0
Stop
0%
0.95
0
25
11.0
4.0
2
16
0.95
132
296
Free
0%
0.95
312
27
10.0
4.0
2
0.95
0
0.95
71
1
None
None
393
271
0.87
483
0.94
511
0.90
927
0.90
962
0.94
473
0.90
972
0.90
1028
0.87
549
330
4.1
449
4.1
716
7.1
754
6.5
408
6.2
766
7.1
827
6.5
406
6.2
2.2
100
904
2.2
98
1011
3.5
45
211
4.0
100
249
3.3
97
577
3.5
0
201
4.0
100
226
3.3
84
454
EB 1
486
0
132
1700
0.29
0
0.0
0.0
WB 1
328
17
0
1011
0.02
1
0.6
A
0.6
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
NB 1
133
116
17
235
0.56
78
38.5
E
38.5
E
37.9
61.2%
15
SB 1
272
201
71
235
1.15
315
150.6
F
150.6
F
ICU Level of Service
B
Synchro 7 - Report
Page 4
HCM Signalized Intersection Capacity Analysis
105: Albemarle St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
59
1900
11
5.0
1.00
1.00
0.91
1.00
0.95
1514
0.39
625
0.92
64
0
64
104
Perm
225
1900
14
5.0
1.00
1.00
1.00
1.00
1.00
1917
1.00
1917
0.92
245
0
252
6
1900
12
50
1900
10
5.0
1.00
1.00
0.95
1.00
0.95
1522
0.39
628
0.92
54
0
54
60
Perm
232
1900
10
5.0
1.00
1.00
1.00
1.00
1.00
1689
1.00
1689
0.92
252
0
252
0
1900
12
9
1900
12
29
1900
12
2
1900
12
0.95
9
0
0
36
Perm
0.95
31
0
0
18
0.90
2
0
0
18
Perm
563
1900
10
5.0
0.95
0.99
1.00
0.99
1.00
3126
0.95
2983
0.90
626
0
695
60
1900
12
0.92
0
0
0
104
604
1900
10
5.0
0.95
1.00
1.00
0.99
1.00
3173
0.95
3003
0.95
636
0
676
0.92
7
0
0
60
4
4
22.0
22.0
0.22
5.0
138
0.10
0.46
33.9
1.05
10.7
46.4
D
8
8
22.0
22.0
0.22
5.0
138
22.0
22.0
0.22
5.0
422
0.13
0.09
0.39
33.3
1.00
8.1
41.4
D
0.60
35.0
1.05
6.1
42.9
D
43.6
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
17.3
0.42
100.0
61.6%
15
2
6
2
22.0
22.0
0.22
5.0
372
c0.15
0.68
35.7
1.00
9.5
45.3
D
44.6
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.90
67
0
0
36
6
68.0
68.0
0.68
5.0
2042
68.0
68.0
0.68
5.0
2028
0.23
0.33
6.6
0.41
0.4
3.1
A
3.1
A
c0.23
0.34
6.7
1.00
0.5
7.1
A
7.1
A
B
10.0
B
Synchro 7 - Report
Page 5
HCM Signalized Intersection Capacity Analysis
106: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0.92
0
0
0
37
0
0.92
0
0
0
0.92
0
0
0
0.84
0
0
0
114
1900
14
5.0
0.95
0.98
1.00
0.89
1.00
1512
1.00
1512
0.84
136
99
384
0
13
0
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
17.9
0.50
100.0
44.5%
15
WBR
NBL
NBT
NBR
SBL
SBT
SBR
679
1900
14
6.0
0.95
1.00
1.00
0.85
1.00
1559
1.00
1559
0.84
808
78
383
37
13
0
custom
2 6 8 10 11
0
1900
12
0
1900
12
0
1900
12
0
1900
12
5
1900
12
0.92
0
0
0
0.92
0
0
0
0.92
0
0
0
0.95
0
0
0
538
1900
10
4.0
0.95
1.00
1.00
1.00
1.00
3205
1.00
3205
0.95
566
1
570
0
0
0
0
0
0
52.0
48.0
0.48
83.0
83.0
0.83
726
c0.25
1294
0.25
0.53
18.1
1.63
2.2
31.8
C
16.5
B
0.30
1.9
0.00
0.5
0.5
A
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.95
5
0
0
4
39.0
39.0
0.39
4.0
1250
c0.18
0.46
22.6
0.85
1.1
20.3
C
20.3
C
0.0
A
B
14.0
A
Synchro 7 - Report
Page 6
HCM Unsignalized Intersection Capacity Analysis
107: Fort Dr & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
96
0
0.92
0
538
Free
0%
0.95
566
0
0.92
104
0
Free
0%
0.92
0
None
None
175
69
0.87
566
0.87
283
0.87
566
208
6.9
0
7.0
208
4.2
3.5
100
657
3.3
89
937
2.2
100
1167
EB 1
104
0
104
937
0.11
9
9.3
A
9.3
A
SB 1
283
0
0
1700
0.17
0
0.0
SB 2
283
0
0
1700
0.17
0
0.0
0.95
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
1.5
44.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 7
HCM Unsignalized Intersection Capacity Analysis
108: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
WBL
WBR
NBT
NBR
SBL
SBT
117
Yield
0%
0.92
127
0
0
Free
0%
0.92
0
0
0
0.92
0
0.95
0
634
Free
0%
0.95
667
0.92
0
None
None
110
134
0.87
334
0
0
0
6.9
0
7.0
0
4.2
3.5
86
886
3.3
100
1075
2.2
100
1600
WB 1
127
127
0
886
0.14
13
9.7
A
9.7
A
SB 1
334
0
0
1700
0.20
0
0.0
SB 2
334
0
0
1700
0.20
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
1.6
49.5%
15
ICU Level of Service
A
Synchro 7 - Report
Page 8
HCM Signalized Intersection Capacity Analysis
109: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
940
1900
12
12.0
0.91
0.94
1.00
0.97
1.00
4536
1.00
4536
0.94
1000
36
1186
209
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
0
1900
12
231
1900
12
0.94
0
0
0
52
0
0.94
0
0
0
16
8
0.92
0
0
0
102
0
0.92
0
0
0
0.92
0
0
0
0.90
257
0
0
481
1900
16
5.0
0.95
0.99
1.00
0.99
0.98
3780
0.98
3780
0.90
534
4
830
39
1900
12
0.94
222
0
0
52
0
1481
1900
12
5.0
0.91
1.00
1.00
1.00
1.00
4940
1.00
4940
0.94
1576
0
1576
0
0
0
Perm
0.94
0
0
0
16
0
0
8 12
0
26
0
0.90
43
0
0
102
0
4
4
45.0
43.0
0.43
52.0
50.0
0.50
1950
0.26
2470
c0.32
0.61
22.0
0.83
1.2
19.5
B
19.5
B
0.64
18.4
0.61
0.9
12.1
B
12.1
B
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
14.2
0.63
100.0
65.8%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
38.0
38.0
0.38
5.0
1436
0.22
0.58
24.6
0.35
1.6
10.4
B
10.4
B
0.0
A
B
15.0
C
Synchro 7 - Report
Page 9
HCM Signalized Intersection Capacity Analysis
110: Wisconsin Ave & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Growth Factor (vph)
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
1900
12
1171
1900
10
5.0
0.91
1.00
1.00
1.00
1.00
4611
1.00
4611
0.94
100%
1246
0
1246
0
1900
12
0
1900
12
227
1900
12
200
1900
12
0
1900
12
0
1900
12
0
1900
12
0.94
100%
0
0
0
52
0
0.94
100%
241
0
0
16
0
0.89
100%
225
0
0
719
1900
15
5.0
0.95
0.99
1.00
0.99
0.99
3678
0.99
3678
0.89
100%
808
6
1106
70
1900
12
0.94
100%
0
0
0
52
8
1281
1900
10
2.0
0.91
1.00
1.00
0.98
1.00
4487
1.00
4487
0.94
100%
1363
21
1583
0.89
100%
79
0
0
68
0
0.92
100%
0
0
0
68
0
0.92
100%
0
0
0
0.92
100%
0
0
0
0
0
0.94
50%
0
0
0
16
0
0
2 12
0
0
Perm
68
0
10
10
52.0
50.0
0.50
45.0
45.0
0.45
2306
0.27
2019
c0.35
0.54
17.1
0.38
0.7
7.3
A
7.3
A
0.78
23.4
0.93
2.5
24.2
C
24.2
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
16.2
0.70
100.0
65.8%
15
38.0
38.0
0.38
5.0
1398
0.30
0.79
27.5
0.39
4.0
14.7
B
14.7
B
0.0
A
HCM Level of Service
B
Sum of lost time (s)
ICU Level of Service
7.0
C
Synchro 7 - Report
Page 10
HCM Unsignalized Intersection Capacity Analysis
111: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.92
0
0
117
0.89
131
0
Free
0%
0.92
0
0
0.92
0
793
Free
0%
0.89
891
None
None
202
152
0.77
708
0
0
35
6.9
0
7.0
0
4.2
3.5
100
684
3.3
100
1075
2.2
92
1600
NB 1
428
131
0
1600
0.08
7
2.8
A
1.2
NB 2
594
0
0
1700
0.35
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
1.2
49.5%
15
0.92
0
ICU Level of Service
A
Synchro 7 - Report
Page 11
HCM Unsignalized Intersection Capacity Analysis
112: Yuma Street & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.86
0
29
14.0
4.0
3
96
814
Free
0%
0.86
947
130
0
0.86
151
0.92
0
0
Free
0%
0.92
0
0.86
112
None
None
107
247
0.74
1051
0.74
578
0.74
1127
376
6.9
0
7.0
478
4.2
3.5
100
426
3.3
86
776
2.2
100
765
WB 1
112
0
112
776
0.14
13
10.4
B
10.4
B
NB 1
631
0
0
1700
0.37
0
0.0
NB 2
467
0
151
1700
0.27
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
1.0
39.6%
15
ICU Level of Service
A
Synchro 7 - Report
Page 12
HCM Unsignalized Intersection Capacity Analysis
113: Yuma St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.69
0
139
13.0
4.0
13
46
0
0.92
0
568
Free
0%
0.69
823
121
0.69
67
0
Free
0%
0.92
0
None
None
216
103
0.84
1050
0.84
638
0.84
1138
685
6.9
196
7.0
789
4.2
3.5
100
276
3.3
89
591
2.2
100
595
EB 1
67
0
67
591
0.11
9
11.9
B
11.9
B
SB 1
549
0
0
1700
0.32
0
0.0
SB 2
450
0
175
1700
0.26
0
0.0
0.69
175
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
0.7
30.8%
15
ICU Level of Service
A
Synchro 7 - Report
Page 13
HCM Unsignalized Intersection Capacity Analysis
114: Tenley Circle & Nebraska Ave
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
0
Stop
0%
0.92
0
0
0
Free
0%
0.92
0
0
277
0.92
0
0.91
304
338
Free
0%
0.91
371
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.92
0
None
None
123
196
795
0
0
795
6.9
0
7.0
0
4.2
3.5
100
258
3.3
100
1075
2.2
81
1600
SB 1
428
304
0
1600
0.19
18
6.0
A
3.8
SB 2
248
0
0
1700
0.15
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
3.8
20.7%
15
ICU Level of Service
A
Synchro 7 - Report
Page 14
HCM Unsignalized Intersection Capacity Analysis
115: Tenley Circle & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBR
NBL
NBT
SBT
SBR
277
Yield
0%
0.92
301
0
0
0.91
0
0
Free
0%
0.92
0
0
0.92
0
712
Free
0%
0.91
782
None
None
117
88
391
0
0
391
6.9
0
7.0
0
4.2
3.5
48
577
3.3
100
1075
2.2
100
1600
EB 1
301
301
0
577
0.52
75
17.8
C
17.8
C
NB 1
391
0
0
1700
0.23
0
0.0
NB 2
391
0
0
1700
0.23
0
0.0
0.92
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
5.0
59.1%
15
ICU Level of Service
B
Synchro 7 - Report
Page 15
HCM Signalized Intersection Capacity Analysis
116: Nebraska Ave &
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
WBL
WBR
NBT
NBR
SBL
SBT
0
1900
12
0
1900
12
0.92
0
0
0
118
0
712
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1347
1.00
1347
0.91
782
0
391
0
1900
12
0.92
0
0
0
0
1900
10
47.0
0.95
1.00
1.00
0.85
1.00
1364
1.00
1364
0.91
0
0
391
0.91
0
0
0
338
1900
10
28.0
0.95
1.00
1.00
1.00
1.00
3209
1.00
3209
0.91
371
0
371
0
0
0
2
3
Prot
2
37.0
37.0
0.37
47.0
505
0.29
37.0
37.0
0.37
47.0
498
c0.29
100.0
100.0
1.00
28.0
3209
c0.12
0.77
27.8
0.74
9.8
30.4
C
30.9
C
0.79
28.0
0.74
10.5
31.3
C
0.12
0.0
1.00
0.1
0.1
A
0.1
A
0
0.0
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
21.0
0.58
100.0
70.6%
15
8
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
C
47.0
C
Synchro 7 - Report
Page 16
HCM Unsignalized Intersection Capacity Analysis
118: Yuma St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
0.67
13
Stop
42
0.67
63
5
0.67
7
10
0.77
13
Stop
63
0.77
82
36
0.77
47
18
0.76
24
Stop
221
0.76
291
18
0.76
24
28
0.83
34
Stop
219
0.83
264
10
0.83
12
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
84
13
7
0.06
5.9
0.14
528
9.9
9.9
A
WB 1
142
13
47
-0.09
5.6
0.22
566
10.2
10.2
B
NB 1
338
24
24
0.06
5.1
0.48
671
12.6
12.6
B
SB 1
310
34
12
0.08
5.1
0.44
667
12.1
12.1
B
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
11.8
B
36.2%
15
ICU Level of Service
A
Synchro 7 - Report
Page 17
HCM Unsignalized Intersection Capacity Analysis
122: Warren St & 42nd St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
WBL
WBR
NBT
NBR
SBL
SBT
27
Stop
0%
0.75
36
9
10.0
4.0
1
59
177
Free
0%
0.84
211
2
9
0.84
2
0.92
10
226
Free
0%
0.92
246
4
11.0
4.0
0
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
0.75
79
None
None
486
225
222
486
6.4
225
6.2
222
4.1
3.5
93
528
3.3
90
800
2.2
99
1321
WB 1
115
36
79
688
0.17
15
11.3
B
11.3
B
NB 1
213
0
2
1700
0.13
0
0.0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
SB 1
255
10
0
1321
0.01
1
0.4
A
0.4
2.4
32.3%
15
ICU Level of Service
A
Synchro 7 - Report
Page 18
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
4
3
Stop
0%
0.63
5
187
10.0
4.0
13
6
12
28
25
22
0.71
39
0.87
29
0.87
20
0.87
25
383
Free
0%
0.87
440
8
10.0
4.0
1
43
0.71
17
741
Free
0%
0.87
852
2
10.0
4.0
0
17
0.63
10
30
Stop
0%
0.71
42
71
10.0
4.0
5
0.63
6
None
None
710
0.90
1254
0.90
1702
1056
7.6
385
434
0.90
1275
0.90
1717
0.90
515
677
0.90
942
1555
6.6
434
7.0
1079
7.6
1572
6.6
233
7.0
677
4.2
709
4.2
3.5
89
59
4.0
94
75
3.3
98
488
3.5
85
111
4.0
42
73
3.3
94
646
2.2
96
775
2.2
97
740
EB 1
21
6
10
108
0.19
17
46.1
E
46.1
E
WB 1
99
17
39
125
0.79
116
98.2
F
98.2
F
NB 1
455
29
0
775
0.04
3
1.1
A
0.5
NB 2
445
0
20
1700
0.26
0
0.0
SB 1
245
25
0
740
0.03
3
1.4
A
0.7
SB 2
270
0
49
1700
0.16
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
7.5
52.0%
15
ICU Level of Service
0.87
49
A
Synchro 7 - Report
Page 19
HCM Unsignalized Intersection Capacity Analysis
124: Warren St & 40th St
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
2
19
Free
0%
0.67
28
1
10.0
4.0
0
2
6
6
1
3
0.79
8
0.42
2
0.42
10
0.59
5
2
Stop
0%
0.59
3
6
10.0
4.0
0
14
0.79
8
0
Stop
0%
0.42
0
12
10.0
4.0
1
4
0.67
3
77
Free
0%
0.79
97
7
10.0
4.0
0
0.67
3
None
0.59
24
None
229
111
43
191
174
49
175
172
108
111
4.1
43
4.1
191
7.1
174
6.5
49
6.2
175
7.1
172
6.5
108
6.2
2.2
100
1454
2.2
100
1533
3.5
100
723
4.0
100
700
3.3
99
998
3.5
99
755
4.0
100
702
3.3
97
933
EB 1
34
3
3
1454
0.00
0
0.7
A
0.7
WB 1
113
8
8
1533
0.00
0
0.5
A
0.5
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
NB 1
12
2
10
927
0.01
1
8.9
A
8.9
A
2.6
19.3%
15
SB 1
32
5
24
870
0.04
3
9.3
A
9.3
A
ICU Level of Service
A
Synchro 7 - Report
Page 20
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
1900
12
23
1900
10
5.0
1.00
0.99
0.99
0.95
0.99
1326
0.96
1278
0.53
43
28
60
18
1900
12
19
1900
12
20
1900
12
51
1900
12
49
1900
12
0.68
29
0
0
45
0
0.91
56
0
0
169
0
0.91
26
0
0
104
0
0.86
57
0
0
104
0
1233
1900
10
9.0
0.91
0.99
1.00
1.00
1.00
4461
0.75
3337
0.86
1434
1
1512
19
1900
12
0.68
28
0
0
15
0
1588
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4568
0.79
3614
0.91
1745
1
1826
24
1900
12
0.53
34
0
0
15
0
13
1900
10
5.0
1.00
0.97
0.99
0.95
0.98
1283
0.81
1053
0.68
19
27
49
0.53
11
0
0
45
0
0
10
Perm
0
11
Perm
4
Perm
4
4
0
4
16
Perm
2
6
2
6
8.4
8.4
0.08
5.0
1.0
107
8.4
8.4
0.08
5.0
1.0
88
77.6
77.6
0.78
9.0
1.0
2804
77.6
77.6
0.78
9.0
1.0
2590
0.05
0.56
44.0
1.01
3.5
48.1
D
48.1
D
c0.05
0.56
44.0
1.00
4.8
48.8
D
48.8
D
c0.51
0.65
5.1
2.90
0.9
15.6
B
15.6
B
0.45
0.58
4.6
1.36
0.9
7.1
A
7.1
A
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
13.5
0.64
100.0
92.2%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
0.86
22
0
0
169
0
B
14.0
F
Synchro 7 - Report
Page 21
HCM Unsignalized Intersection Capacity Analysis
126: Van Ness St & 45th St
AU Tenley Campus Further Processing
10/13/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBT
EBR
WBL
WBT
NBL
NBR
Stop
70
0.95
74
16
0.95
17
32
0.95
34
Stop
194
0.95
204
Stop
18
0.95
19
63
0.95
66
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
91
0
17
-0.03
4.3
0.11
806
7.8
7.8
A
WB 1
238
34
0
0.11
4.3
0.28
809
9.0
9.0
A
NB 1
85
19
66
-0.34
4.3
0.10
777
7.8
7.8
A
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
8.5
A
34.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 22
HCM Signalized Intersection Capacity Analysis
127: Van Ness St & Nebraska Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
15
1900
12
170
1900
11
6.0
1.00
0.99
1.00
0.99
1.00
1719
0.95
1634
0.80
212
1
241
9
1900
12
213
1900
10
6.0
1.00
1.00
0.94
1.00
0.95
1514
0.52
828
0.91
234
0
234
34
0
313
1900
11
6.0
1.00
1.00
1.00
0.99
1.00
1726
1.00
1726
0.91
344
2
365
21
1900
12
12
1900
12
180
1900
12
9
1900
12
0.91
23
0
0
26
0
7
0.91
13
0
0
105
0
702
1900
10
6.0
0.95
0.92
1.00
0.97
1.00
2828
0.95
2684
0.91
771
22
960
0.91
198
0
0
128
0
0.90
10
0
0
128
0
334
1900
10
6.0
1.00
1.00
1.00
1.00
1.00
1664
0.97
1616
0.90
371
0
381
21
1900
12
6.0
1.00
0.66
1.00
0.85
1.00
1013
1.00
1013
0.90
23
6
17
105
0
0.80
19
0
0
26
0
0
0.80
11
0
0
34
0
Perm
0
Perm
4
8
31.0
31.0
0.31
6.0
257
31.0
31.0
0.31
6.0
507
0.15
0.47
27.9
1.00
3.2
31.1
C
31.1
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
Perm
8
4
c0.28
0.91
33.2
0.62
34.8
55.4
E
26.0
0.73
100.0
81.5%
15
3
Perm
2
0.68
30.2
0.60
6.3
24.3
C
36.4
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
Perm
6
2
31.0
31.0
0.31
6.0
535
0.21
3
6
57.0
57.0
0.57
6.0
1530
57.0
57.0
0.57
6.0
921
c0.36
0.63
14.4
1.50
1.8
23.4
C
23.4
C
0.24
0.41
12.1
1.06
1.4
14.2
B
13.9
B
6
57.0
57.0
0.57
6.0
577
0.02
0.03
9.4
0.93
0.1
8.8
A
C
12.0
D
Synchro 7 - Report
Page 23
HCM Unsignalized Intersection Capacity Analysis
128: 42nd St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.77
0
85
14.0
4.0
8
96
138
0.75
184
602
Free
0%
0.83
725
16
0.77
125
805
Free
0%
0.75
1073
None
None
0.83
19
296
0.77
1725
0.77
820
0.77
830
1790
6.9
621
7.0
633
4.2
3.5
100
36
3.3
58
300
2.2
72
657
EB 1
125
0
125
300
0.42
49
25.2
D
25.2
D
NB 1
542
184
0
657
0.28
29
7.2
A
3.1
NB 2
716
0
0
1700
0.42
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
SB 1
745
0
19
1700
0.44
0
0.0
0.0
3.3
75.0%
15
ICU Level of Service
D
Synchro 7 - Report
Page 24
HCM Signalized Intersection Capacity Analysis
129: Van Ness St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
61
1900
9
6.0
1.00
1.00
0.98
1.00
0.95
1519
0.28
447
0.95
64
0
64
33
227
1900
9
6.0
1.00
0.98
1.00
0.96
1.00
1503
1.00
1503
0.95
239
15
324
95
1900
12
57
1900
9
6.0
1.00
1.00
0.97
1.00
0.95
1499
0.33
523
0.95
60
0
60
52
256
1900
9
6.0
1.00
0.99
1.00
0.96
1.00
1538
1.00
1538
0.95
269
0
372
98
1900
12
0
1900
12
65
1900
12
61
1900
12
0.95
0
0
0
266
0.95
64
0
0
151
0
3
0
0
0.95
68
0
0
151
11
0
12
1098
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4389
0.72
3175
0.95
1156
4
1260
42
1900
12
0.95
103
0
0
33
1
0
22
1714
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4509
1.00
4509
0.95
1804
4
1868
16
0
0.95
100
0
0
52
2
0
Perm
0.14
0.53
31.1
0.87
13.3
40.3
D
0
Perm
4
4
27.0
27.0
0.27
6.0
121
0
27.0
27.0
0.27
6.0
406
0.22
0.11
0.43
30.1
1.00
9.1
39.2
D
0.80
34.0
0.86
12.9
42.2
D
41.9
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour
Perm
8
8
27.0
27.0
0.27
6.0
141
25.6
0.74
100.0
105.4%
15
0
0.95
44
0
0
266
2
6
6
27.0
27.0
0.27
6.0
415
c0.24
62.0
62.0
0.62
5.0
2796
c0.41
0.90
35.2
1.00
24.6
59.7
E
56.9
E
0.67
12.3
1.00
1.3
13.6
B
13.6
B
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
62.0
62.0
0.62
5.0
1969
0.40
0.64
12.0
2.17
1.4
27.4
C
27.4
C
C
11.0
G
Synchro 7 - Report
Page 25
HCM Unsignalized Intersection Capacity Analysis
130: Yuma St & Tenley Parking
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/13/2011
EBT
EBR
WBL
WBT
NBL
NBR
85
Free
0%
0.75
113
1
14.0
4.0
0
6
5
0.84
6
8
Stop
0%
0.90
9
6
12.0
4.0
1
2
0.75
8
102
Free
0%
0.84
121
2
14.0
4.0
0
None
EB 1
121
0
8
1700
0.07
0
0.0
0.0
0.90
2
None
WB 1
127
6
0
1433
0.00
0
0.4
A
0.4
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
127
258
125
127
4.1
258
6.4
125
6.2
2.2
100
1433
3.5
99
717
3.3
100
911
NB 1
11
9
2
749
0.01
1
9.9
A
9.9
A
0.6
20.1%
15
ICU Level of Service
A
Synchro 7 - Report
Page 26
HCM Unsignalized Intersection Capacity Analysis
131: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/16/2011
EBL
EBR
NBL
NBT
SBT
SBR
38
Stop
0%
0.50
76
22
12.0
4.0
2
39
47
0.91
52
401
Free
0%
0.91
441
48
0.50
78
714
Free
0%
0.91
785
None
None
883
212
SB 1
294
0
0
1700
0.17
0
0.0
SB 2
200
0
53
1700
0.12
0
0.0
985
269
515
985
6.9
269
7.0
515
4.2
3.5
66
224
3.3
89
707
2.2
95
1007
EB 1
154
76
78
342
0.45
56
23.9
C
23.9
C
NB 1
313
52
0
1007
0.05
4
1.9
A
0.7
NB 2
523
0
0
1700
0.31
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour
0.91
53
0.0
2.9
48.7%
15
ICU Level of Service
A
Synchro 7 - Report
Page 27
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
54
1900
9
4.0
1.00
1.00
0.96
1.00
0.95
1481
0.44
684
0.95
57
0
57
160
218
1900
9
7.0
1.00
0.97
1.00
0.95
1.00
1501
1.00
1501
0.95
229
0
338
104
1900
12
60
1900
12
63
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
314
0
0
0
Perm
0.95
32
0
0
311
2
10
0.95
0
0
0
311
0
pm+pt
7
4
42.0
42.0
0.42
4.0
375
0.02
0.05
0.15
18.5
1.11
0.8
21.4
C
0.95
66
0
0
160
1
0
2006
1900
10
5.0
0.91
0.99
1.00
1.00
1.00
4574
1.00
4574
0.95
2112
1
2134
22
1900
12
0.95
63
0
0
75
919
1900
10
5.0
0.91
0.98
1.00
1.00
1.00
4503
1.00
4503
0.95
967
3
996
30
1900
12
0.95
109
0
0
75
149
1900
9
7.0
1.00
0.94
0.99
0.97
0.99
1454
0.83
1223
0.95
157
11
275
4
0
0
0
0
0
8
2
6
27.0
27.0
0.27
7.0
330
46.0
46.0
0.46
5.0
2071
0.22
46.0
46.0
0.46
5.0
2104
c0.47
0.48
18.7
0.97
0.8
18.9
B
18.9
B
1.01
27.0
1.00
23.2
50.2
D
50.2
D
0.95
23
0
0
314
2
12
8
42.0
42.0
0.42
7.0
630
c0.23
c0.22
0.83
34.4
1.00
21.3
55.6
E
55.6
E
0.54
21.7
1.08
3.1
26.6
C
25.8
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour with Improvements
39.9
0.94
100.0
93.5%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
D
19.0
F
Synchro 7 - Report
Page 1
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
AU Tenley Campus Further Processing
10/15/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0.95
0
Stop
220
0.95
232
49
0.95
52
122
0.95
128
Stop
302
0.95
318
0
0.95
0
100
0.95
105
Stop
0
0.95
0
27
0.95
28
102
0.95
107
Stop
0
0.95
0
42
0.95
44
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
283
0
52
-0.02
5.6
0.44
603
12.9
12.9
B
WB 1
446
128
0
0.14
5.5
0.68
635
19.2
19.2
C
NB 1
105
105
0
0.58
7.4
0.22
426
11.3
10.7
B
NB 2
28
0
28
-0.61
6.2
0.05
503
8.3
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour with Improvements
15.2
C
63.7%
15
SB 1
152
107
44
0.05
6.4
0.27
493
11.8
11.8
B
ICU Level of Service
B
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
3
13
Stop
0%
0.69
19
54
10.0
4.0
4
12
8
18
16
6
0.56
32
0.89
18
0.89
24
0.80
8
734
Free
0%
0.80
918
6
10.0
4.0
0
8
0.56
14
566
Free
0%
0.89
636
4
10.0
4.0
0
21
0.69
17
5
Stop
0%
0.56
9
34
11.0
4.0
3
0.69
4
0.80
10
2
None
None
695
385
1372
1721
522
1222
1714
370
982
694
1372
7.6
1721
6.6
522
7.0
1222
7.6
1714
6.6
370
7.0
982
4.2
694
4.2
3.5
94
78
4.0
76
77
3.3
96
472
3.5
85
93
4.0
89
78
3.3
95
600
2.2
97
656
2.2
99
855
EB 1
41
4
17
121
0.34
33
49.1
E
49.1
E
WB 1
55
14
32
209
0.27
26
31.9
D
31.9
D
NB 1
336
18
0
656
0.03
2
0.9
A
0.5
NB 2
342
0
24
1700
0.20
0
0.0
SB 1
466
8
0
855
0.01
1
0.3
A
0.1
SB 2
469
0
10
1700
0.28
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour with Improvements
2.4
40.1%
15
ICU Level of Service
A
Synchro 7 - Report
Page 3
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
9
1900
12
51
1900
10
5.0
1.00
0.99
1.00
0.95
1.00
1336
0.97
1304
0.73
70
31
102
37
1900
12
47
1900
12
5.0
1.00
1.00
0.99
1.00
0.95
1696
0.48
854
0.69
68
0
68
11
0
13
1900
10
5.0
1.00
0.99
1.00
0.94
1.00
1325
1.00
1325
0.69
19
11
21
9
1900
12
16
1900
12
10
1900
12
29
1900
12
0.90
18
0
0
134
0
0.90
11
0
0
87
0
0.92
32
0
0
87
0
1831
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4498
0.90
4046
0.92
1990
0
2032
9
1900
12
0.69
13
0
0
9
0
901
1900
10
9.0
0.95
1.00
1.00
1.00
1.00
2791
0.86
2407
0.90
1001
0
1030
0.73
12
0
0
9
0
0
10
0.73
51
0
0
11
0
Perm
0
11
Perm
4
4
11.8
11.8
0.12
5.0
1.0
101
11.8
11.8
0.12
5.0
1.0
154
0.08
0.66
42.2
1.06
8.0
52.8
D
52.8
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
AM Peak Hour with Improvements
Perm
4
4
c0.08
0.67
42.3
1.00
13.0
55.3
E
8.8
0.68
100.0
80.5%
15
0
30
Perm
2
6
2
11.8
11.8
0.12
5.0
1.0
156
0.02
0.13
39.5
1.00
0.1
39.6
D
50.3
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
15
0.92
10
0
0
134
0
6
74.2
74.2
0.74
9.0
1.0
1786
74.2
74.2
0.74
9.0
1.0
3002
0.43
0.58
5.8
0.51
0.9
3.9
A
3.9
A
c0.50
0.68
6.7
0.82
0.9
6.4
A
6.4
A
A
14.0
D
Synchro 7 - Report
Page 4
HCM Unsignalized Intersection Capacity Analysis
131: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.33
0
6
12.0
4.0
1
0
45
0.79
57
731
Free
0%
0.79
925
98
0.33
0
506
Free
0%
0.79
641
None
None
868
212
SB 1
617
0
0
1700
0.36
0
0.0
SB 2
432
0
124
1700
0.25
0
0.0
1428
531
1055
1428
6.9
531
7.0
1055
4.2
3.5
100
111
3.3
100
483
2.2
91
635
EB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
NB 1
270
57
0
635
0.09
7
3.3
A
1.3
NB 2
427
0
0
1700
0.25
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour with Improvements
0.79
124
0.0
0.5
45.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 5
HCM Unsignalized Intersection Capacity Analysis
131: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
EBL
EBR
NBL
NBT
SBT
SBR
0
Stop
0%
0.33
0
6
12.0
4.0
1
0
45
0.79
57
731
Free
0%
0.79
925
98
0.33
0
506
Free
0%
0.79
641
None
None
868
212
SB 1
617
0
0
1700
0.36
0
0.0
SB 2
432
0
124
1700
0.25
0
0.0
0.84
1748
531
1055
1796
6.9
531
7.0
1055
4.2
3.5
100
52
3.3
100
483
2.2
91
635
EB 1
0
0
0
1700
0.00
0
0.0
A
0.0
A
NB 1
57
57
0
635
0.09
7
11.2
B
0.9
NB 2
641
0
0
1700
0.38
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
AM Peak Hour with Improvements
0.79
124
0.0
0.4
33.4%
15
ICU Level of Service
A
Synchro 7 - Report
Page 6
HCM Signalized Intersection Capacity Analysis
102: Albemarle St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Confl. Bikes (#/hr)
Bus Blockages (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/15/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
58
1900
9
4.0
1.00
1.00
0.95
1.00
0.95
1472
0.41
633
0.95
61
0
61
210
186
1900
9
7.0
1.00
0.97
1.00
0.97
1.00
1535
1.00
1535
0.95
196
3
238
43
1900
12
46
1900
12
65
1900
12
0
1900
12
0
1900
12
0.95
0
0
0
312
0.95
61
0
0
576
0.95
0
0
0
576
0
pm+pt
7
4
41.0
41.0
0.41
4.0
352
0.02
0.05
0.17
19.3
1.21
1.0
24.3
C
0
0.95
68
0
0
210
1
0
1133
1900
10
5.0
0.91
0.98
1.00
0.99
1.00
4492
1.00
4492
0.95
1193
4
1232
41
1900
12
0.95
48
0
0
132
1542
1900
10
5.0
0.91
0.97
1.00
0.99
1.00
4465
1.00
4465
0.95
1623
4
1680
58
1900
12
0.95
45
0
0
132
1
0
165
1900
9
7.0
1.00
0.93
0.98
0.97
0.99
1424
0.90
1288
0.95
174
11
279
0
12
0
0
10
0
Perm
4
0
0
8
2
6
26.0
26.0
0.26
7.0
335
47.0
47.0
0.47
5.0
2099
c0.38
47.0
47.0
0.47
5.0
2111
0.27
0.80
22.5
0.30
2.7
9.5
A
9.5
A
0.58
19.4
1.00
1.2
20.5
C
20.5
C
0.95
43
0
0
312
8
41.0
41.0
0.41
7.0
629
c0.16
c0.22
0.83
34.9
1.00
20.9
55.9
E
55.9
E
0.38
20.6
1.15
1.6
25.3
C
25.1
C
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour with Improvements
18.5
0.79
100.0
86.0%
15
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
B
19.0
E
Synchro 7 - Report
Page 1
HCM Unsignalized Intersection Capacity Analysis
104: Albemarle St & Fort Dr
AU Tenley Campus Further Processing
10/15/2011
Movement
Lane Configurations
Sign Control
Volume (vph)
Peak Hour Factor
Hourly flow rate (vph)
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0.95
0
Stop
337
0.95
355
125
0.95
132
16
0.95
17
Stop
296
0.95
312
0
0.95
0
110
0.95
116
Stop
0
0.95
0
16
0.95
17
191
0.95
201
Stop
0
0.95
0
67
0.95
71
Direction, Lane #
Volume Total (vph)
Volume Left (vph)
Volume Right (vph)
Hadj (s)
Departure Headway (s)
Degree Utilization, x
Capacity (veh/h)
Control Delay (s)
Approach Delay (s)
Approach LOS
EB 1
486
0
132
-0.08
6.1
0.82
486
30.9
30.9
D
WB 1
328
17
0
0.10
6.5
0.60
515
18.8
18.8
C
NB 1
116
116
0
0.58
8.4
0.27
382
13.3
12.8
B
NB 2
17
0
17
-0.61
7.2
0.03
443
9.2
Intersection Summary
Delay
HCM Level of Service
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour with Improvements
22.8
C
61.2%
15
SB 1
272
201
71
0.08
7.1
0.53
457
17.8
17.8
C
ICU Level of Service
B
Synchro 7 - Report
Page 2
HCM Unsignalized Intersection Capacity Analysis
123: Warren St & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
4
3
Stop
0%
0.63
5
187
10.0
4.0
13
6
12
28
25
22
0.71
39
0.87
29
0.87
20
0.87
25
383
Free
0%
0.87
440
8
10.0
4.0
1
43
0.71
17
741
Free
0%
0.87
852
2
10.0
4.0
0
17
0.63
10
30
Stop
0%
0.71
42
71
11.0
4.0
5
0.63
6
0.87
49
2
None
None
710
0.90
1235
0.90
1702
1034
7.6
385
434
0.90
1275
0.90
1717
0.90
515
677
0.90
942
1555
6.6
434
7.0
1079
7.6
1572
6.6
233
7.0
677
4.2
709
4.2
3.5
89
60
4.0
94
75
3.3
98
488
3.5
85
110
4.0
42
73
3.3
94
642
2.2
96
775
2.2
97
736
EB 1
21
6
10
109
0.19
16
45.4
E
45.4
E
WB 1
99
17
39
134
0.73
106
83.7
F
83.7
F
NB 1
455
29
0
775
0.04
3
1.1
A
0.5
NB 2
445
0
20
1700
0.26
0
0.0
SB 1
245
25
0
736
0.03
3
1.4
A
0.7
SB 2
270
0
49
1700
0.16
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour with Improvements
6.5
50.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 3
HCM Signalized Intersection Capacity Analysis
125: Warren St & Wisconsin Ave
Movement
Lane Configurations
Volume (vph)
Ideal Flow (vphpl)
Lane Width
Total Lost time (s)
Lane Util. Factor
Frpb, ped/bikes
Flpb, ped/bikes
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF
Adj. Flow (vph)
RTOR Reduction (vph)
Lane Group Flow (vph)
Confl. Peds. (#/hr)
Bus Blockages (#/hr)
Parking (#/hr)
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
6
1900
12
23
1900
10
5.0
1.00
0.99
0.99
0.95
0.99
1325
0.95
1264
0.53
43
29
59
18
1900
12
19
1900
12
5.0
1.00
1.00
0.98
1.00
0.95
1690
0.62
1098
0.68
28
0
28
15
0
13
1900
10
5.0
1.00
0.95
1.00
0.91
1.00
1239
1.00
1239
0.68
19
27
21
20
1900
12
51
1900
12
24
1900
12
49
1900
12
0.91
56
0
0
169
0
0.91
26
0
0
104
0
0.86
57
0
0
104
0
1233
1900
10
9.0
0.91
0.99
1.00
1.00
1.00
4461
0.75
3338
0.86
1434
1
1512
19
1900
12
0.68
29
0
0
45
0
1588
1900
10
9.0
0.91
1.00
1.00
1.00
1.00
4567
0.79
3615
0.91
1745
1
1826
0.53
11
0
0
45
0
0
10
0.53
34
0
0
15
0
Perm
0
11
Perm
4
4
7.8
7.8
0.08
5.0
1.0
86
7.8
7.8
0.08
5.0
1.0
99
c0.05
0.60
44.6
1.01
6.8
51.9
D
51.9
D
Intersection Summary
HCM Average Control Delay
HCM Volume to Capacity ratio
Actuated Cycle Length (s)
Intersection Capacity Utilization
Analysis Period (min)
c Critical Lane Group
Future Conditions (2014) with Development
PM Peak Hour with Improvements
Perm
4
4
0.03
0.33
43.6
1.00
0.8
44.4
D
13.1
0.64
100.0
91.7%
15
0
Perm
2
6
2
7.8
7.8
0.08
5.0
1.0
97
0.02
0.22
43.2
1.00
0.4
43.7
D
43.9
D
HCM Level of Service
Sum of lost time (s)
ICU Level of Service
16
0.86
22
0
0
169
0
6
78.2
78.2
0.78
9.0
1.0
2827
78.2
78.2
0.78
9.0
1.0
2610
c0.51
0.65
4.8
2.99
0.8
15.2
B
15.2
B
0.45
0.58
4.3
1.34
0.8
6.7
A
6.7
A
B
14.0
F
Synchro 7 - Report
Page 4
HCM Unsignalized Intersection Capacity Analysis
131: Pick-up/Drop-off & Nebraska Ave
Movement
Lane Configurations
Volume (veh/h)
Sign Control
Grade
Peak Hour Factor
Hourly flow rate (vph)
Pedestrians
Lane Width (ft)
Walking Speed (ft/s)
Percent Blockage
Right turn flare (veh)
Median type
Median storage veh)
Upstream signal (ft)
pX, platoon unblocked
vC, conflicting volume
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol
tC, single (s)
tC, 2 stage (s)
tF (s)
p0 queue free %
cM capacity (veh/h)
Direction, Lane #
Volume Total
Volume Left
Volume Right
cSH
Volume to Capacity
Queue Length 95th (ft)
Control Delay (s)
Lane LOS
Approach Delay (s)
Approach LOS
AU Tenley Campus Further Processing
10/17/2011
EBL
EBR
NBL
NBT
SBT
SBR
38
Stop
0%
0.50
76
22
12.0
4.0
2
39
47
0.91
52
401
Free
0%
0.91
441
48
0.50
78
714
Free
0%
0.91
785
None
None
883
212
NB 3
392
0
0
1700
0.23
0
0.0
SB 1
294
0
0
1700
0.17
0
0.0
985
269
515
985
6.9
269
7.0
515
4.2
3.5
66
224
3.3
89
707
2.2
95
1007
EB 1
154
76
78
342
0.45
56
23.9
C
23.9
C
NB 1
52
52
0
1007
0.05
4
8.8
A
0.5
NB 2
392
0
0
1700
0.23
0
0.0
Intersection Summary
Average Delay
Intersection Capacity Utilization
Analysis Period (min)
Future Conditions (2014) with Development
PM Peak Hour with Improvements
0.91
53
SB 2
200
0
53
1700
0.12
0
0.0
0.0
2.8
30.9%
15
ICU Level of Service
A
Synchro 7 - Report
Page 5