Travel Time and Delay Study
Jonesboro, Arkansas
Prepared by
November 2007
For
Jonesboro Metropolitan Planning Organization
TABLE OF CONTENTS
INTRODUCTION ................................................................................................................................... 1
STUDY METHODOLOGY ................................................................................................................... 1
DATA COLLECTION............................................................................................................................ 2
DATA SUMMARY AND ANALYSIS................................................................................................... 4
Point Speed…………………………………………………………………………...…………...…4
Average Speed………………………………………………………………………...…………......4
Delay………………………………………………………………..………………...…………......4
Traffic Volumes……………………………………………………..………………...………….....10
Travel Time Contours………………………………………………………………...………….....10
SUMMARY............................................................................................................................................ 28
APPENDICES
Appendix A
Delay Summary
LIST OF TABLES
Table 1 List of Roadways Selected for Travel Time and Delay Study………………….….1
Table 2 Summary of Total Delay and Delay Rate ………………….……………………….8
LIST OF EXHIBITS
Exhibit 1 Dash-Mounted GPS Unit for Speed and Travel Time Study ………….….……..2
Exhibit 2 Typical Data Sheet Downloaded From GPS Unit ………………………………..3
Exhibit 3 Average Travel Speeds ……………………………………………………………..5
Exhibit 4 Typical Speed-Delay Curve ………………………………………………………..7
Exhibit 5 Summary of Total Delay…………………………………………………………....9
Exhibit 6 Delay Locations …………………………………………...…………………….....11
Exhibit 7 Traffic Volumes …………………………………………...…………..….…….....15
Exhibit 8-19 Travel Time Contours ………………………………...………………..….16-27
Travel Time and Delay Study
Jonesboro, Arkansas
Wilbur Smith Associates was retained by Jonesboro Metropolitan planning
Organization (MPO) to study and analyze travel time and delay on major area roadways in
Jonesboro. The analysis of travel times and congestion is intended to form a baseline for
evaluation of congestion on Jonesboro roadways as the region grows, and to allow strategic
planning for mitigation of congestion. The study will also help assess current congestion
mitigation needs of the region.
DESCRIPTION OF THE STUDY/ STUDY METHODOLOGY
WSA collaborated with the MPO to review peak hour operational characteristics on
area roadways to help in selection of candidate roadways for collection of travel time data.
Table 1 gives a list of roadways selected for travel time and delay study including the study
limits, roadway classification and length of study corridor.
Table 1 List of Roadways Selected for Travel Time and Delay Study
Facility
From
To
Classification
Length, mi
US 63 - Joe Martin Expwy
US 63 Business
US 63 - Joe Martin Expwy
US 63 - Joe Martin Expwy
US 63 - Joe Martin Expwy
US 63 B north of Bono
US 63 north of Bono
US 63 B south of Bono
Urban Boundary
Urban Boundary
US 63 B south of Bono
US 63 south of Bono
Urban Boundary
Urban Boundary
Lawson Rd - AR 158
Principal Art'l
Minor Arterial
Principal Art'l
Frwy/Expwy
Principal Art'l
TOTAL
2.8
2.9
2.2
15.5
1.0
24.4
Highland Dr, Hwy 18
Highland Dr, Hwy 18
Southwest Dr
Nettleton
Nettleton
Rogers Chapel
Principal Art'l
Principal Art'l
TOTAL
3.1
3.2
6.3
Caraway Rd
Caraway Rd
Caraway Rd
Caraway Rd
Caraway Rd
Johnson Ave Hwy 63
Matthews Ave
Race St
US 63, J Martin Exwy
Harrisburg Rd
BUMatthews Ave
Race St
US 63, J Martin Exwy
Harrisburg Rd
Stadium Blvd.
Collector
Collector
Collector
Collector
Collector
TOTAL
1.0
1.5
0.6
2.1
0.4
5.6
Dan Ave, Hwy 63 B
Johnson Ave, Hwy 49
Johnson Ave, Hwy 49
Johnson Ave, Hwy 49
US 49 Business
US 63, J Martin Exwy
Main St
Stadium Bvd
S. of Brookland
S. of Brookland
Main St
Stadium Bvd
S of Brookland
US 49 Business
US 49
Principal Art'l
Principal Art'l
Principal Art'l
Principal Art'l
Collector 3.5
TOTAL
1.0
1.5
3.1
2.1
7.7
Stadium Bvd, US 49
Stadium Bvd, US 49
Stadium Bvd, US 49
Stadium Bvd, US 49
Stadium Bvd, AR1
Johnson Rd, Hwy 49
Matthews Ave
Highland Dr
US 63
Harrisburg Rd
Matthews Ave
Highland Dr
US 63
Harrisburg Rd
Lawson Rd
Principal Art'l
Principal Art'l
Principal Art'l
Principal Art'l
Principal Art'l
TOTAL
1.5
1.0
1.0
5.4
2.0
8.0
Church St
Church St, AR141
E. Highland
Johnson US 63 B
Cate Ave.
CR 306
Local
Minor Art'l
TOTAL
1.4
4.5
5.9
Washington Ave.
US 63, Joe Martin
Caraway Rd
Minor Art'l
TOTAL
4.5
4.5
Wilbur Smith Associates
Travel Time and Delay Study - Jonesboro, Arkansas
Table 1(Contd.) List of Roadways Selected for Travel Time and Delay Study
Southwest Dr, Hwy 49
Southwest Dr, Hwy 49
Southwest Dr, Hwy 49
Southwest Dr, Hwy 49
Main St
Main St. (One-way)
Main/Union (One-way)
CR 452, Allen Hester
AR 349
Lawson Rd
US 63, Joe Martin
Highland
Oak Ave.
Johnson Ave.
AR 349
Lawson Rd
US 63
Highland
Oak Ave
Johnson Ave.
Oak Ave.
Minor Art'l
Minor Art'l
Minor Art'l
Minor Art'l
Principal Art'l
Principal Art'l
Principal Art'l
TOTAL
4.0
4.0
3.0
1.3
0.8
0.8
0.9
14.0
Nettleton Ave.
Nettleton Ave
Nettleton Ave
Nettleton Ave
Nettleton Ave
Nettleton Ave
US 63, Joe Martin
Nettleton Circle
Main St
Stadium Blvd
Highland Dr
US 63, Joe Martin
Nettleton Circle
Main St
Stadium Blvd
Highland Dr
US 63, Joe Martin
Lawson Rd
Collector
Minor Art'l
Minor Art'l
Minor Art'l
Minor Art'l
Minor Art'l
TOAL
5.2
0.7
2.1
1.0
1.4
5.8
15.9
Lawson Rd
Lawson Rd
Lawson Rd
Lawson Rd
Southwest Rd
Stadium Blvd
Harrisburg, AR 163
US 63, Joe Martin
Stadium Dr
Harrisburg, AR 163
US 63, Joe Martin
Hwy 463
Collector
Collector
Minor Art'l
Minor Art'l
TOTAL
4.0
1.8
5.0
0.6
11.4
DATA COLLECTION
A data collection plan was prepared to identify the optimum sampling technique. The floating
car method of data collection using GPS-equipped vehicles (see Exhibit 1) was used. In this
method, the driver of the test car is instructed to pass about the same number of vehicles that
pass him or her. This would help the test car maintain an average position enabling
measurement of average speeds and travel time.
Exhibit 1 Dash-Mounted GPS Unit for Speed and Travel Time Study
The time of day and segmentation scheme was selected such that they are responsive to the
adjacent land uses and general character of the corridor. The data was collected between
April 17, 2007 and May 02, 2007 on Tuesdays, Wednesdays and Thursdays and when public
schools are in session.
Wilbur Smith Associates
2
Travel Time and Delay Study - Jonesboro, Arkansas
Multiple drivers were used to take the travel time runs to achieve average speeds and travel
times on all corridors in approximately 15-minute increments. Typical peak periods selected
for data collections were 6:30 AM to 9:00 AM and 3:30 PM to 6:00 PM for AM and PM Peak
respectively. Mid-day travel time runs were also conducted on Caraway Road and Highland
Drive between 11:00 AM and 1:00 PM.
To collect the speed and travel time data, a vehicle equipped with GPS (Global Positioning
System) was driven at average speed in the traffic stream between predetermined origins and
destinations. The GPS units were set to record the x and y coordinates and time of the test
vehicle at every 0.03 mile (158 feet). The GPS unit also automatically calculates a travel
speed representing an average travel speed across the previous 158 feet. The data collected is
then downloaded to a computer for further detailed analysis. Exhibit 2 shows a typical data
log in the GPS Utility software.
Data Downloaded from GPS
“Tracks” shows all the data points, while the “Map” gives a graphical display of the data.
The labeled points on the map are intersections that were loaded before the runs.
Exhibit 2 Typical Data Sheet Downloaded From GPS Unit
Wilbur Smith Associates
3
Travel Time and Delay Study - Jonesboro, Arkansas
Other information collected includes location of interchanges and controlled intersections, and
special land use attributes of the corridor such as major industries or hospitals with shift work
and schools and associated school zones. Daily traffic volume counts at numerous locations
along the studied network in 2006 were provided by Arkansas Highways and Transportation
Department. Traffic signal timings should be documented by the MPO to retain the signal
control conditions at the time of the study. The information collected would subsequently be
used to correlate the delay to prevailing volumes and other specific roadway characteristic.
DATA SUMMARY AND ANALYSIS
Point Speed
The data downloaded from the GPS units were organized by route, travel direction, and time
of day. Tabular and graphic representation of the point speeds along the corridors is included
on the data CD that accompanies this report. This detailed information on the travel times at
each 15-minute increment will allow for subsequent traffic engineering analysis. Based on the
data collected, AM peak hour is determined to be from 7:00 AM to 8:00 AM, Mid-day Peak
hour from 11:30 AM to 12:30 PM and PM Peak hour from 4:15 PM to 5:15 PM. These peak
one hour periods were selected to report the data results.
Average Speed
To compute a peak hour average speed, the speeds of each 15-minute travel time observation
during the peak hour were averaged. The average speed (in miles per hour) is plotted against
distance (in miles) to help identify the roadway segments or intersections where delay was
experienced. The graphs showing average speed and posted speed are presented in the
Appendix. Average speeds are also calculated on each route between major cross streets. A
graphic display of the average travel speeds along the selected roadways between significant
intersections is presented in Exhibit 3a and 3b for the AM and PM peak periods respectively.
Delay
Delay is experienced when the measured speed falls below the expected travel speed. For the
purpose of analysis, expected travel speed is assumed to be same as the posted speed limit. As
shown in the example in Exhibit 4, the area between the measured speed curve and the posted
speed curve gives an estimate of observed delay (shaded in red) when measured speed is
below the posted speed.
Wilbur Smith Associates
4
Jonesboro MPO
US 49
B
63
Bono
US 49 B
US
Exhibit 3A
Brookland
oh
ns
on
Av
e
63
Nettleton Ave
US 49 / Southwest Drive
Va
lle
y
Vie
w
EJ
30-40 mph
Stadium Blvd
US 63
Dr
t
Allas St
y
40-50 mph
20-30 mph
10-20 mph
SH 1
Ex
pw
50-60 mph
SH 18
E Highland Drive
Caraway
M
ar
tin
Culberhouse
Jo
e
60+ mph
Ka
thl
ee
nS
Washington Ave
US 49 B
Average Speed
in the AM peak hour
49
Airport Rd / SH 351
63
US
Church
US
B
Main / Union
US 63
Culberhouse
Jonesboro
Gee St
US
Speed and Delay
Study
US
Ne
63
ttl
et
on
Av
e
ive
La
ws
on
Ro
ad
SH 158
Bay
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\AMSpeedsMap_071607.mxd
B
63
Speed and Delay
Study
US 49 B
US
US 49
Jonesboro MPO
SH 230
SH 230
Bono
Exhibit 3B
oh
ns
on
Av
e
63
Jo
e
Nettleton Ave
M
ar
tin
y
EJ
t
50-60 mph
Ka
thl
ee
nS
Allas St
E Highland Drive
Ex
pw
60+ mph
Airport Rd / SH 351
Washington Ave
Average Speed
in the PM peak hour
49
40-50 mph
30-40 mph
SH 18
Stadium Blvd
63
US 49 B
US
Church
US
B
Main / Union
US 63
Culberhouse
Jonesboro
Gee St
20-30 mph
10-20 mph
US 63
Culberhouse
Vie
w
Dr
SH 1
63
Av
e
ive
La
ws
on
Ro
ad
SH 351
US 49 / Southwest Drive
Ne
ttl
et
on
SH 163
Va
lle
y
US
Caraway
US
Brookland
SH 158
Bay
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\PMSpeedsMap_072307.mxd
Travel Time and Delay Study - Jonesboro, Arkansas
Exhibit 4 Typical Speed-Delay Curve
Table 2 presents a summary of delay experienced during the peak hour for an average of the
four peak hour runs on each route, including the delay rate in seconds per vehicle per mile.
The delay is also represented graphically in Exhibits 5a and 5b for comparison between
routes. Subsequent analysis can be conducted to analyze the 15-minute peaks with in the peak
hours.
Wilbur Smith Associates
7
Travel Time and Delay Study - Jonesboro, Arkansas
Table 2 Summary of Total Delay and Delay Rate
Route
#1 US63
Joe Martin
Expy.
#1 US63 B
(Bono)
Directi
on
NB
SB
NB
SB
Time of
day
AM
PM
AM
PM
AM
PM
AM
PM
From
Lunsford Ave.
US63 B
BU63 South
BU63 North
AM
EB
Mid-day
PM
#2 Highland
Dr. /SH18
AM
WB
Mid-day
PM
AM
NB
#3 Caraway
Rd.
SB
#4 US63 B
& US49 B
#4 US49 B
(Brookland)
#5 Stadium
Dr.
#6 Main/
Southwest
Dr., US49
#7 Church
St.
#8
Washington
Ave.
US49 B
EB
WB
NB
SB
NB
SB
NB
SB
NB
SB
EB
WB
Mid-day
Rogers Chapel
Rd.
Stadium Ave.
Joe Martin
Expy.
PM
Stadium Ave.
AM
University Loop
W
Mid-day
Matthews Ave.
PM
University Loop
W
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
Wilbur Smith Associates
US63
US49 B North
US49 South
To
US63 B
Lunsford
Ave.
BU63 North
BU63 South
Distance
(Miles)
20.94
20.94
2.7
2.7
Main St.
Cate Ave.
Cate Ave.
Main St.
US63
Stadium
Blvd.
Stadium Blvd.
US63
0.04
3
0.26
16
0.70
42
0.26
16
0.70
42
0.26
16
120
0.32
19
3.30
198
0.52
31
1.50
90
0.24
14
1.80
108
0.29
17
3.00
180
0.48
29
5.52
2.00
120
0.36
22
2.19
2.70
162
1.23
74
5.52
3.40
204
0.62
37
5.52
2.40
144
0.43
26
2.19
1.90
114
0.87
52
5.52
3.30
198
0.60
36
1.80
108
0.11
7
2.40
144
0.15
9
2.10
126
0.13
8
2.00
120
0.13
8
0.64
38
0.18
11
15.91
15.91
3.51
7.17
CR204
56
42
2.00
US49
Johnson Ave.
0.93
0.70
11
Lawson Rd.
CR204
3
20
3.51
Johnson
Ave.
3
0.05
0.19
US49 South
Lawson Rd.
0.04
69
0.33
US49 North
US49
56
1.15
30
6.31
US49 North
35
0.93
126
US49 B
US63
(sec.)
0.58
0.50
6.31
US49 B
North
(Min.)
Delay Rate
(Min./
(Sec./
mile)
mile)
0.03
2
2.10
Rogers
Chapel Rd.
University
Loop W
Matthews
Ave.
University
Loop W
Stadium
Ave.
Joe Martin
Expy.
Stadium
Ave.
Total Delay
7.17
10.51
10.51
1.5
1.5
4.77
4.77
0.34
20
0.10
6
0.69
41
0.20
12
0.58
1.80
35
108
0.17
0.25
10
15
2.60
156
0.36
22
1.50
90
0.21
13
3.30
198
0.46
28
1.90
114
0.18
11
2.40
144
0.23
14
2.90
174
0.28
17
3.10
186
0.29
18
1.70
102
1.13
68
2.00
120
1.33
80
2.00
120
1.33
80
3.00
180
2.00
120
2.20
132
0.46
28
2.00
120
0.42
25
1.70
102
0.36
21
1.90
114
0.40
24
8
Travel Time and Delay Study - Jonesboro, Arkansas
Table 2 (contd.) Summary of Total Delay and Delay Rate
Directi
on
Route
Time of
day
AM
EB
#9 Nettleton
Ave.
PM
AM
WB
PM
AM
EB
#10 Lawson
Rd./SR158
From
AM
WB
Strawfloor Dr.
Lunsford
Ave.
Lunsford Ave.
Strawfloor
Dr.
US49
PM
(sec.)
4.30
258
0.35
3.70
222
0.30
18
3.60
216
0.30
18
12.19
10.84
US49
Delay Rate
(Min./
(Sec./
mile)
mile)
(Min.)
12.19
SR463 E
SR463 E
PM
Total Delay
Distance
(Miles)
To
10.84
21
2.90
174
0.24
14
1.70
102
0.16
9
1.40
84
0.13
8
1.70
102
0.16
9
1.80
108
0.17
10
258
300
0
222
216
84
102
102
108
174
180
41
35
38
20
132
120
102
114
114
102
120
120
144
156
90
108
144
126
120
108
114
174
186
198
198
204
144
162
90
56
69
56
42
42
42
30
35
100
50
120
108
126
120
150
180
198
200
AM
PM
AM
PM
AM
PM
AM
PM
AM
MidPM
AM
MidPM
AM
MidPM
AM
MidPM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
Total Delay (Sec./veh)
250
NB
SB
NB
SB
EB
WB
NB
SB
EB
WB
NB
SB
NB
SB
NB
SB
NB
SB
EB
WB
EB
WB
#9
#8
#1 US63 #1 US63 B #2 Highland Dr. #3 Caraw ay Rd. #4 US63 B #4 US49 B #5 Stadium #6 Main/ #7 Church
St.
Washington Nettleton
(Bono)
/SH18
& US49 B (Brookland)
Dr.
Southw est
Joe Martin
Ave.
Ave.
Dr., US49
Expy.
EB
WB
#10
Law son
Rd./SR158
Routes
Exhibit 5a Summary of Total Delay in seconds per vehicle
120
120
68
74
80
80
80
100
0
9
8
9
10
7
9
8
8
11
6
12
10
15
22
13
28
11
14
17
18
28
25
21
24
21
18
18
14
36
26
29
22
2
3
3
3
20
14
17
16
16
16
11
20
19
31
40
37
52
60
AM
PM
AM
PM
AM
PM
AM
PM
AM
MidPM
AM
MidPM
AM
MidPM
AM
MidPM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM
Delay Rate (Sec./veh/Mile)
140
NB
SB
NB
SB
EB
WB
#1 US63 #1 US63 B #2 Highland Dr.
Joe Martin
(Bono)
/SH18
Expy.
NB
SB
EB
WB
NB
SB
NB
SB
NB
SB
NB
SB
EB
WB
EB
WB
#3 Caraw ay Rd. #4 US63 B #4 US49 B #5 Stadium #6 Main/ #7 Church
#8
#9
& US49 B (Brookland)
Dr.
Southw est
St.
Washington Nettleton
Dr., US49
Ave.
Ave.
EB
WB
#10
Law son
Rd./SR158
Routes
Exhibit 5b Summary of Delay Rate in seconds per vehicle per mile
Wilbur Smith Associates
9
Travel Time and Delay Study - Jonesboro, Arkansas
The data presented in Exhibits 5a and 5b represent an average of four runs taken in the peak
hour by different drivers. The total delay in the PM peak hour is higher than the AM peak
hour in about two thirds of directional runs shown above. Maximum delay rate of 2 minutes
per vehicle per mile was observed on Church Street (study route 7) due to its downtown
location with 5 major signalized intersections in the short 1.5 mile study corridor. US 63
(study route 1) operates with minimal delay during the AM and PM peak hours.
A detailed analysis of delay was also conducted for each route to calculate delay at major
intersections. For isolated intersections, the delay is calculated in the vicinity of the
intersection from the point where deceleration begins before the intersection, to the point
where normal travel speed is regained after crossing the intersection, capturing delay during
deceleration, stopped delay as well as start up delay. At locations where, the intersections are
located close together, the delay was calculated for the entire group of intersections due to
queue interactions between the closely spaced intersections. Exhibits 6a and 6b identify
segments of study routes where delay is observed in the AM and PM peak hour, respectively,
and shows the magnitude of delay in seconds per vehicle per mile. The delay experienced at
these segments is a result of lower measured average speeds during the peak hour as
compared to the posted speeds. The amount of speed reductions at the delay locations is
shown in Exhibits 6c and 6d for AM and PM peak hour, respectively. A detailed analysis of
delay for each route is given in the Appendix.
Traffic Volumes
The traffic volumes on the roadways under evaluation were compiled for subsequent analysis
of the contributing factors of delay and potential mitigative measures. These 2006 traffic
volumes were provided by the Arkansas Highways and Transportation Department from its
annual traffic counts done for the region. The traffic volumes for the roadways in this study
are presented graphically in Exhibit 7. These volumes and those of other area roadways are
contained on the CD that accompanied this report.
Travel Time Contours
Travel time to key destinations in the region is an indicator of roadway network system
performance. Travel time estimates were developed, using only the information on the
studied roadways, to create a set of travel time contours to access the following key
destinations:
•
•
•
•
•
•
City Hall/Government Complex on Washington St. west of Main St. /Union St.
St. Bernards: on Jackson Ave., enclosed by Church St., Carson St., Matthews Ave.
Arkansas State University: Aggie Rd. and Stadium Blvd..
Industrial Area: Highland Dr. at Nestle Way
Hilltop: US 49 and AR 351 North
Turtle Creek Mall: 3200 E Highland Drive at Stadium Blvd. /Brazos St.
The methodology uses TransCAD software and considers the lower average travel speed of
the two directions of travel to and away from the site. Travel time contours, in one-minute
increments, were created for both the AM and PM peak hour and represent the travel time to
or from the location. These are presented in Exhibits 8 through 19.
Wilbur Smith Associates
10
B
63
US 49 B
US
US 49
Jonesboro MPO
SH 230
Speed and Delay
Study
SH 230
Bono
U
Brookland
oh
ns
on
Av
e
S6
3
Exhibit 6A
EJ
Delay Locations
y
US 63
Dr
t
Ka
thl
ee
nS
41-60 Sec/Veh/Mi
SH 18
21-40 Sec/Veh/Mi
Caraway
US
Ne
ttl
et
on
ive
La
ws
on
Ro
ad
63
Av
e
SH 351
Vie
w
60 + Sec/Veh/Mi
7-20 Sec/Veh/Mi
Culberhouse
US 49 / Southwest Drive
Va
lle
y
Stadium Blvd
Ex
pw
Airport Rd / SH 351
Allas St
E Highland Drive
SH 163
M
ar
tin
49
AM Peak Hour
By Direction
SH 1
Nettleton Ave
Jo
e
Church
Washington Ave
US
US 49 B
Main / Union
B
63
Gee St
US 63
US
Culberhouse
Jonesboro
SH 158
Bay
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Delaymap\080307.mxd
US 49 B
US
US 49
Jonesboro MPO
B
63
SH 230
Speed and Delay
Study
SH 230
Bono
U
Brookland
oh
ns
on
Av
e
S6
3
Exhibit 6B
EJ
Delay Locations
Nettleton Ave
Culberhouse
Dr
t
7-20 Sec/Veh/Mi
Ne
ttl
et
on
ive
La
ws
on
Ro
ad
63
Av
e
SH 351
Vie
w
21-40 Sec/Veh/Mi
US
Caraway
Va
lle
y
Ka
thl
ee
nS
Allas St
y
US 63
US 49 / Southwest Drive
41-60 Sec/Veh/Mi
Stadium Blvd
Ex
pw
60 + Sec/Veh/Mi
SH 18
E Highland Drive
SH 1
M
ar
tin
SH 163
Jo
e
US 49 B
49
PM Peak Hour
By Direction
Airport Rd / SH 351
Washington Ave
US
Church
63
Main / Union
B
Gee St
US 63
US
Culberhouse
Jonesboro
SH 158
Bay
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Delaymap_PM\080307.mxd
B
63
US 49 B
US
US 49
Jonesboro MPO
SH 230
Speed and Delay
Study
SH 230
Bono
U
Brookland
S6
3
Nettleton Ave
Jo
e
M
ar
tin
Ex
pw
y
US 63
oh
ns
on
Av
e
EJ
(Average Speed Less
Than Posted Speed)
t
AM Peak Hour
By Direction
Ka
thl
ee
nS
Allas St
E Highland Drive
Airport Rd / SH 351
Washington Ave
US 49 B
Speed Reductions at
Delay Locations
49
By 1-5 MPH
By 5-10 MPH
SH 18
Stadium Blvd
63
US
Church
B
Main / Union
US
Gee St
US 63
Culberhouse
Jonesboro
Exhibit 6C
By 10-15 MPH
Vie
w
Dr
SH 1
63
Ne
ttl
et
on
Av
e
ive
La
ws
on
Ro
ad
SH 351
US 49 / Southwest Drive
US
SH 163
Va
lle
y
Caraway
Culberhouse
By > 15 MPH
SH 158
Bay
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Exhibit6C\090607.mxd
US 49 B
US
US 49
Jonesboro MPO
B
63
SH 230
Speed and Delay
Study
SH 230
Bono
U
Brookland
S6
3
Exhibit 6D
EJ
oh
ns
on
Av
e
Speed Reductions at
Delay Locations
Nettleton Ave
Culberhouse
Dr
t
By 10-15 MPH
By > 15 MPH
Ne
ttl
et
on
ive
La
ws
on
Ro
ad
63
Av
e
SH 351
Vie
w
By 5-10 MPH
US
Caraway
Va
lle
y
Ka
thl
ee
nS
Allas St
y
US 63
US 49 / Southwest Drive
By 1-5 MPH
Stadium Blvd
Ex
pw
PM Peak Hour
By Direction
SH 18
E Highland Drive
SH 1
M
ar
tin
SH 163
Jo
e
49
(Average Speed Less
Than Posted Speed)
Airport Rd / SH 351
Washington Ave
Church
63
US
US 49 B
Main / Union
B
Gee St
US 63
US
Culberhouse
Jonesboro
SH 158
Bay
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Exhibit6D\092107.mxd
Jonesboro MPO
US
US 49
B
63
Bono
Exhibit 7
Brookland
2006
Traffic Volumes
US 63
US
30,000 - 37,500
EJ
Jonesboro
oh
ns
on
Av
e
63
20,000 - 29,999
49
B
15,000 - 19,999
US 49 B
Washington Ave
Jo
e
Nettleton Ave
M
ar
tin
8,000 - 14,999
E Highland Drive
Ex
pw
y
Stadium Blvd
63
Church
US
Main / Union
3,000 - 7,999
SH 18
0 - 2,999
US 63
Va
lle
y
US 49 / Southwest Drive
Vie
w
Dr
SH 1
US
Caraway
US
US 49 B
Speed and Delay
Study
Ne
ttl
et
on
ive
La
ws
on
63
Av
e
Ro
ad
SH 158
Bay
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\TrafficVolumes_071707.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
6
US
US 49
Exhibit 8
Travel Time
Contours
3B
S
U
63
on
Av
e
AM Peak Hour
E
Jo
hn
s
0-2 minutes
2-5 minutes
US
US 6
3
US
6
49
5-10 minutes
City Hall
10-15 minutes
B
US 49 B
3
15-20 minutes
M
ar
tin
Ex
25+ minutes
SH 18
E Highland Drive
Stadium Blvd
Jo
e
20-25 minutes
pw
y
9
US
4
US
Note: Travel times based on
lowest bi-directional speed.
63
tl
et
N
Caraway
US 63
on
et
SH 1
Nettleton Ave
Church
Main / Union
Washington Ave
e
Av
Dr
iv
e
La
ws
on
IH 63
Vi
ew
1
Va
lle
y
Ro
ad
SH
US 49 / Southwest Drive
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_CityHall_AmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
3B
US 49
6
US
Exhibit 9
Travel Time
Contours
S
U
63
Jo
hn
s
on
Av
e
PM Peak Hour
E
0-2 minutes
2-5 minutes
49
US
US 6
3
US
6
5-10 minutes
City Hall
B
10-15 minutes
US 49 B
3
15-20 minutes
Jo
e
M
ar
tin
Ex
20-25 minutes
pw
y
US 63
63
SH 1
Note: Travel times based on
lowest bi-directional speed.
on
et
La
ws
on
IH 63
e
1
Dr
iv
Ro
ad
SH
Vi
ew
e
Av
Va
lle
y
Caraway
US
4
9
US
tl
et
N
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
Stadium Blvd
Nettleton Ave
Church
Main / Union
Washington Ave
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_CityHall_PmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
Exhibit 10
6
US
S
U
US 49
3B
Travel Time
Contours
63
Jo
hn
s
on
Av
e
AM Peak Hour
E
0-2 minutes
2-5 minutes
US 6
3
US
6
4
US
St. Bernards
5-10 minutes
9
B
10-15 minutes
3
US 49 B
15-20 minutes
tin
Ex
pw
y
US 63
SH 1
US
4
La
ws
on
1
e
SH
Dr
iv
e
Av
Vi
ew
Note: Travel times based on
lowest bi-directional speed.
63
on
et
Va
lle
y
US
tl
et
N
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
IH 63
ar
9
M
Caraway
Jo
e
20-25 minutes
Stadium Blvd
Nettleton Ave
Church
Main / Union
Washington Ave
Ro
ad
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_StBernards
_AmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
6
US
Exhibit 11
Travel Time
Contours
US 49
3B
S
U
on
Av
e
63
PM Peak Hour
E
Jo
hn
s
0-2 minutes
2-5 minutes
US 6
3
US
6
4
US
St. Bernards
5-10 minutes
9
B
10-15 minutes
US 49 B
3
15-20 minutes
Jo
e
M
ar
tin
Ex
20-25 minutes
pw
y
US 63
SH 1
IH 63
La
ws
on
1
e
SH
Dr
iv
e
Av
Vi
ew
Note: Travel times based on
lowest bi-directional speed.
63
on
et
Va
lle
y
Caraway
US
4
9
US
tl
et
N
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
Stadium Blvd
Nettleton Ave
Church
Main / Union
Washington Ave
Ro
ad
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_StBernards
_PmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
3B
US 49
6
US
Exhibit 12
S
U
Travel Time
Contours
63
Jo
hn
s
on
Av
e
AM Peak Hour
E
0-2 minutes
2-5 minutes
49
US
US 6
3
US
6
5-10 minutes
B
10-15 minutes
US 49 B
3
Washington Ave
ar
tin
Ex
Stadium Blvd
M
20-25 minutes
Church
Main / Union
Nettleton Ave
Jo
e
15-20 minutes
ASU
E Highland Drive
pw
y
25+ minutes
SH 18
US
SH 1
US
4
9
Caraway
US 63
Note: Travel times based on
lowest bi-directional speed.
63
tl
et
N
on
et
e
La
ws
on
IH 63
Dr
iv
1
Vi
ew
SH
Va
lle
y
e
Av
US 49 / Southwest Drive
Ro
ad
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_ASU_AmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
3B
US 49
6
US
Exhibit 13
Travel Time
Contours
S
U
63
Jo
hn
s
on
Av
e
PM Peak Hour
E
0-2 minutes
2-5 minutes
49
US
US
6
5-10 minutes
B
10-15 minutes
US 49 B
3
Washington Ave
ar
tin
Ex
pw
y
9
US
4
SH 1
e
Av
La
ws
on
1
e
Ro
ad
SH
Dr
iv
on
et
Vi
ew
Note: Travel times based on
lowest bi-directional speed.
63
tl
et
N
Va
lle
y
US
Caraway
US 63
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
Stadium Blvd
M
20-25 minutes
Church
Main / Union
Nettleton Ave
Jo
e
15-20 minutes
ASU
IH 63
US 6
3
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_ASU_PmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
Exhibit 14
3B
US 49
6
US
S
U
Travel Time
Contours
63
Jo
hn
s
on
Av
e
AM Peak Hour
E
0-2 minutes
2-5 minutes
5-10 minutes
9
B
10-15 minutes
US 49 B
3
Main / Union
Nettleton Ave
tin
Ex
pw
y
US
4
9
Caraway
US 63
Note: Travel times based on
lowest bi-directional speed.
63
on
et
e
La
ws
on
1
Dr
iv
SH
Vi
ew
e
Av
Va
lle
y
US
tl
et
N
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
ar
IH 63
M
20-25 minutes
Stadium Blvd
Jo
e
15-20 minutes
Industrial Area
Washington Ave
Church
US
6
4
US
SH 1
US 6
3
Ro
ad
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_
IndustrialArea_AmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
3B
US 49
6
US
Exhibit 15
Travel Time
Contours
S
U
63
Jo
hn
s
on
Av
e
PM Peak Hour
E
0-2 minutes
2-5 minutes
5-10 minutes
9
B
10-15 minutes
US 49 B
3
Washington Ave
Nettleton Ave
Jo
e
20-25 minutes
ar
tin
Ex
pw
y
US
1
La
ws
on
IH 63
e
Ro
ad
SH
Dr
iv
e
Av
Vi
ew
on
et
Va
lle
y
Note: Travel times based on
lowest bi-directional speed.
63
tl
et
N
SH 1
US
4
9
Caraway
US 63
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
M
15-20 minutes
Industrial Area
Church
Main / Union
US
6
4
US
Stadium Blvd
US 6
3
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_
IndustrialArea_PmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
3B
US 49
6
US
Exhibit 16
Travel Time
Contours
S
U
63
on
Av
e
AM Peak Hour
Jo
hn
s
Hilltop
E
0-2 minutes
2-5 minutes
US 6
3
US
6
4
US
5-10 minutes
9
B
10-15 minutes
3
US 49 B
15-20 minutes
Jo
e
M
ar
tin
Ex
20-25 minutes
pw
y
US 63
SH 1
Note: Travel times based on
lowest bi-directional speed.
e
Av
La
ws
on
IH 63
e
1
Dr
iv
Ro
ad
SH
Vi
ew
63
on
et
Va
lle
y
Caraway
US
4
9
US
tl
et
N
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
Stadium Blvd
Nettleton Ave
Church
Main / Union
Washington Ave
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_Hilltop_AmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
Exhibit 17
3B
US 49
6
US
S
U
Travel Time
Contours
63
on
Av
e
PM Peak Hour
Jo
hn
s
Hilltop
E
0-2 minutes
2-5 minutes
5-10 minutes
9
B
10-15 minutes
3
Main / Union
US 49 B
Washington Ave
Nettleton Ave
tin
Ex
pw
y
US 63
US
4
Caraway
9
US
e
1
La
ws
on
SH
Dr
iv
e
Av
Vi
ew
on
et
Va
lle
y
Note: Travel times based on
lowest bi-directional speed.
63
tl
et
N
US 49 / Southwest Drive
25+ minutes
SH 18
E Highland Drive
ar
IH 63
M
20-25 minutes
Stadium Blvd
Jo
e
15-20 minutes
Church
US
6
4
US
SH 1
US 6
3
Ro
ad
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_Hilltop_PmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
Exhibit 18
6
US
S
U
US 49
3B
Travel Time
Contours
63
Jo
hn
s
on
Av
e
AM Peak Hour
E
0-2 minutes
2-5 minutes
US 6
3
US
6
4
US
5-10 minutes
9
B
10-15minutes
US 49 B
3
15-20 minutes
M
ar
tin
Ex
pw
y
SH 1
US
4
9
Caraway
US
e
Av
e
1
La
ws
on
Ro
ad
SH
Dr
iv
Note: Travel times based on
lowest bi-directional speed.
on
et
Vi
ew
63
tl
et
N
Va
lle
y
25+ minutes
SH 18
E Highland Drive
US 63
US 49 / Southwest Drive
20-25 minutes
IH 63
Jo
e
Turtle Creek Mall
Stadium Blvd
Nettleton Ave
Church
Main / Union
Washington Ave
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_TurtleCreekMall
_AmPk_082007.mxd
Jonesboro MPO
US 49 B
Speed and Delay
Study
6
US
Exhibit 19
Travel Time
Contours
US 49
3B
S
U
63
Jo
hn
s
on
Av
e
PM Peak Hour
E
0-2 minutes
2-5 minutes
US 6
3
US
6
4
US
5-10 minutes
9
B
10-15 minutes
3
US 49 B
15-20 minutes
ar
tin
Ex
pw
y
20-25 minutes
25+ minutes
SH 18
E Highland Drive
US 63
US
Caraway
M
63
Note: Travel times based on
lowest bi-directional speed.
SH 1
US
4
9
Jo
e
Turtle Creek Mall
Stadium Blvd
Nettleton Ave
Church
Main / Union
Washington Ave
e
Av
La
ws
on
IH 63
e
1
Dr
iv
Ro
ad
SH
Vi
ew
on
et
Va
lle
y
tl
et
N
US 49 / Southwest Drive
SH 158
H:\TETP\101341 Jonesboro Speed & Delay
\GIS\Contour Map_TurtleCreekMall
_PmPk_082007.mxd
Travel Time and Delay Study - Jonesboro, Arkansas
SUMMARY
The information assembled as part of this travel time and delay study forms a baseline for
future assessment of the impacts of mobility due to increases in development and population.
Additionally, it provides information to identify any current travel time and delay issues.
Some current traffic delay issues that should be further examined for potential reduction in
travel time delay include:
1. Along Main Street there are numerous traffic signals that cause significant delay and
resulting slow travel speeds. A detailed study of the traffic signal control system and
timing should be conducted.
2. Traffic queues were observed at several signalized intersections along Stadium Road,
particularly during the evening peak period. Traffic signal controller capabilities and
timing should be examined.
Wilbur Smith Associates
28
Appendix A
Delay Summary
Route #1 US63
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 20.94 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 35 Sec. (Average of 4 runs)
US63-US63B South Intersection:
Average delay experienced in the vicinity of this intersection is 5 sec per vehicle in the AM
Peak.
Route #1 US63
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 20.94 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 56 Sec. (Average of 4 runs)
US63-US63B South Intersection:
Average delay experienced in the vicinity of this intersection is 5 sec per vehicle in the PM
Peak.
Route #1 US63
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 20.94 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 69 Sec. (Average of 4 runs)
US63-US63B South Intersection:
Average delay experienced in the vicinity of this intersection is 29 sec per vehicle in the AM
Peak.
Route #1 US63
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 20.94 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 56 Sec. (Average of 4 runs)
US63-US63B South Intersection:
Average delay experienced in the vicinity of this intersection is 6 sec per vehicle in the PM
Peak.
Route #1 US63 B (Bono)
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 2.7 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 42 Sec. (Average of 4 runs)
US63 B-College Street Intersection:
Average delay experienced in the vicinity of this intersection is 13 sec per vehicle in the AM
Peak.
Route #1 US63 B (Bono)
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 2.7 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 42 Sec. (Average of 4 runs)
US63 B-College Street Intersection:
Average delay experienced in the vicinity of this intersection is 5 sec per vehicle in the PM
Peak.
Route #1 US63 B (Bono)
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 2.7 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 42 Sec. (Average of 4 runs)
US63 B-College Street Intersection:
Average delay experienced in the vicinity of this intersection is 14 sec per vehicle in the AM
Peak.
Route #1 US63 B (Bono)
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 2.7 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 30 Sec. (Average of 4 runs)
US63 B-College Street Intersection:
Average delay experienced in the vicinity of this intersection is 4 sec per vehicle in the PM
Peak.
Route #2 Highland Dr. /SH18
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 6.31 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 126 Sec. (Average of 4 runs)
SH18 from Caraway Rd. to Stadium Blvd.:
This segment of SH18 includes intersections with Caraway Rd., Bittle St./Fair park Blvd.,
and Stadium Blvd. Average delay experienced in this approx.1.1 mile long segment is 51 sec
per vehicle in the AM Peak in eastbound direction.
SH18 from Nettleton Ave. to Industrial Dr.:
This segment of SH18 includes intersections with Nettleton Ave., and Industrial Dr. Average
delay experienced in this approx.1.2 mile long segment is 30 sec per vehicle in the AM Peak
in eastbound direction.
Route #2 Highland Dr. /SH18
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 6.31 Miles
Time of Run
: Mid-day (11:30 AM to 12:30 PM)
Total Delay
: 120 Sec. (Average of 4 runs)
SH18 from Caraway Rd. to Stadium Blvd.:
This segment of SH18 includes intersections with Caraway Rd., Bittle St./Fair park Blvd.,
and Stadium Blvd. Average delay experienced in approx.1.1 mile long segment is 54 sec per
vehicle in the mid-day Peak in eastbound direction.
SH18 from Nettleton Ave. to Industrial Dr.:
This segment of SH18 includes intersections with Nettleton Ave., and Industrial Dr. Average
delay experienced in this approx.1.2 mile long segment is 22 sec per vehicle in the mid-day
Peak in eastbound direction.
Route #2 Highland Dr. /SH18
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 6.31 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 198 Sec. (Average of 4 runs)
SH18-Browns Ln. Intersection:
This T-intersection is located approx. 0.5 mile west of Caraway Rd. Average delay
experienced in the vicinity of this intersection is 10 sec per vehicle in the PM Peak.
SH18 from Caraway Rd. to Stadium Blvd.:
Average delay experienced in this segment is 37 sec per vehicle in the PM Peak.
SH18 from Nettleton Ave. to Industrial Dr.:
This segment of SH18 includes intersections with Nettleton Ave., and Industrial Dr. with an
average delay of 34 sec per vehicle in the PM Peak in eastbound direction.
Route #2 Highland Dr. /SH18
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 6.31 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 90 Sec. (Average of 4 runs)
SH18 from Industrial Dr. to Nettleton Ave.:
This segment of SH18 includes intersections with Industrial Dr. and Nettleton Ave. Average
delay experienced in this approx.1.4 mile long segment is 20 sec per vehicle in the AM Peak
in westbound direction.
SH18 from Stadium Blvd. to Caraway Rd.:
This segment of SH18 includes intersections with Stadium Blvd., Bittle St./Fair park Blvd.,
and. Caraway Rd with an average delay of 34 sec per vehicle in the AM Peak in westbound
direction.
Route #2 Highland Dr. /SH18
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 6.31 Miles
Time of Run
: Mid-day (11:30 AM to 12:30 PM)
Total Delay
: 108 Sec. (Average of 4 runs)
SH18 from Industrial Dr. to Nettleton Ave.:
This segment of SH18 includes intersections with Industrial Dr. and Nettleton Ave. Average
delay experienced in this approx.1.4 mile long segment is 20 sec per vehicle in the Mid-day
Peak in westbound direction.
SH18 from Stadium Blvd. to Caraway Rd.:
This segment of SH18 includes intersections with Stadium Blvd., Bittle St./Fair park Blvd.,
and. Caraway Rd with an average delay of 42 sec per vehicle in the Mid-day Peak in
westbound direction.
Route #2 Highland Dr. /SH18
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 6.31 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 180 Sec. (Average of 4 runs)
SH18 from Industrial Dr. to Nettleton Ave.:
This segment of SH18 includes intersections with Industrial Dr. and Nettleton Ave. Average
delay experienced in this approx.1.4 mile long segment is 20 sec per vehicle in the Mid-day
Peak in westbound direction.
SH18 from Stadium Blvd. to Browns Ln.:
This segment of SH18 includes intersections with Stadium Blvd., Bittle St./Fair park Blvd.,
Caraway Rd. and Browns Ln. with an average delay of 79 sec per vehicle in the Mid-day
Peak in westbound direction.
Route #3 Caraway Rd.
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 5.52 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 120 Sec. (Average of 4 runs)
Caraway Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is 13 sec per vehicle in the AM
Peak.
Caraway Rd. from US63 to Matthews Ave.:
Average delay experienced in this approx. 2 mile long segment is 52 sec per vehicle in the
AM Peak in northbound direction.
Route #3 Caraway Rd.
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 2.19 Miles
Time of Run
: Mid-day (11:30 AM to 12:30 PM)
Total Delay
: 162 Sec. (Average of 4 runs)
Route #3 Caraway Rd.
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 5.52 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 204 Sec. (Average of 4 runs)
Caraway Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is 13 sec per vehicle in the PM
Peak.
Caraway Rd. from US63 to University Loop:
Average delay experienced in this approx. 2.15 mile long segment is 142 sec per vehicle in
the PM Peak in northbound direction.
Route #3 Caraway Rd.
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 5.52 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 144 Sec. (Average of 4 runs)
Caraway Rd. from University Loop to US63:
Average delay experienced in this segment is approx.142 sec per vehicle in the AM Peak in
southbound direction.
Caraway Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx.10 sec per vehicle in
the AM Peak.
Route #3 Caraway Rd.
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 2.19 Miles
Time of Run
: Mid-day (11:30 AM to 12:30 PM)
Total Delay
: 114 Sec. (Average of 4 runs)
Route #3 Caraway Rd.
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 5.52 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 198 Sec. (Average of 4 runs)
Caraway Rd. from University Loop to US63:
Average delay experienced in this segment is approx.126 sec per vehicle in the PM Peak.
Caraway Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx.13 sec per vehicle in
the PM Peak.
Route #4 US63 B & US49
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 15.91 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 108 Sec. (Average of 4 runs)
BU63/SH49 from Floyd St. (near RRX) to Airport Rd.:
Average delay experienced in this 5.2 mile segment is approx.66 sec per vehicle in the AM
Peak.
Route #4 US63 B & US49
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 15.91 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 144 Sec. (Average of 4 runs)
BU63/SH49 from Floyd St. (near RRX) to Airport Rd.:
Average delay experienced in this 5.2 mile segment is approx.112 sec per vehicle in the PM
Peak.
Route #4 US63 B & US49
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 15.91 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 126 Sec. (Average of 4 runs)
BU63/SH49 from Airport Rd. to Floyd St. (near RRX):
Average delay experienced in this 5.2 mile segment is approx.100 sec per vehicle in the AM
Peak.
Route #4 US63 B & US49
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 15.91 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 120 Sec. (Average of 4 runs)
BU63/SH49 from Airport Rd. to Floyd St. (near RRX):
Average delay experienced in this 5.2 mile segment is approx.92 sec per vehicle in the PM
Peak.
Route #4 US49 B (Brookland)
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 3.51 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 38 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 38 sec. in the AM Peak. The
measured speed is below the posted speed limit for most of the segment.
Route #4 US49 B (Brookland)
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 3.51 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 20 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 20 sec. in the PM Peak. The
measured speed is below the posted speed limit for most of the segment.
Route #4 US49 B (Brookland)
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 3.51 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 41 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 41 sec. in the AM Peak. The
measured speed is below the posted speed limit for most of the segment. Delay experienced
in the vicinity of School St. is 16 sec.
Route #4 US49 B (Brookland)
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 3.51 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 35 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 35 sec. in the PM Peak. Delay
experienced in the vicinity of School St. is 10 sec.
Route #5 Stadium Dr.
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 7.17 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 108 Sec. (Average of 4 runs)
Stadium Dr.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx.19 sec per vehicle in
the AM Peak.
Stadium Dr. from US63 to Matthews Ave.:
Average delay experienced in this segment is approx.65 sec per vehicle in the AM Peak.
Route #5 Stadium Dr.
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 7.17 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 156 Sec. (Average of 4 runs)
Stadium Dr.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx.11 sec per vehicle in
the PM Peak.
Stadium Dr. from US63 to Matthews Ave.:
Average delay experienced in this segment is approx.102 sec per vehicle in the PM Peak.
Stadium Dr.-Aggie Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx.8 sec per vehicle in
the PM Peak.
Route #5 Stadium Dr.
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 7.17 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 90 Sec. (Average of 4 runs)
Stadium Dr.-Aggie Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx.8 sec per vehicle in
the AM Peak.
Stadium Dr. from Matthews Ave. to US63:
Average delay experienced in this segment is approx. 53 sec per vehicle in the AM Peak.
Route #5 Stadium Dr.
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 7.17 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 198 Sec. (Average of 4 runs)
Stadium Dr.-Aggie Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx.16 sec per vehicle in
the PM Peak.
Stadium Dr. from Matthews Ave. to US63:
Average delay experienced in this segment is approx. 125 sec per vehicle in the PM Peak.
Stadium Dr.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 21 sec per vehicle in
the PM Peak.
Route #6 Main/Southwest Dr., US49
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 10.51 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 114 Sec. (Average of 4 runs)
US49/Southwest Dr.-US63 Intersection:
Average delay experienced in the vicinity of this intersection is approx.12 sec per vehicle in
the AM Peak.
US49 from Culberhouse St. to Johnson Ave.:
Average delay experienced in this 2.4 mile segment is approx. 80 sec per vehicle in the AM
Peak.
Route #6 Main/Southwest Dr., US49
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 10.51 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 144 Sec. (Average of 4 runs)
US49/Southwest Dr.-US63 Intersection:
Average delay experienced in the vicinity of this intersection is approx. 9 sec per vehicle in
the PM Peak.
US49 from Culberhouse St. to Johnson Ave.:
Average delay experienced in this 2.4 mile segment is approx. 107 sec per vehicle in the PM
Peak.
Route #6 Main/Southwest Dr., US49
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 10.51 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 174 Sec. (Average of 4 runs)
US49 from Johnson Ave. to US63:
Average delay experienced in this 3.3 mile segment is approx. 148 sec per vehicle in the AM
Peak.
Route #6 Main/Southwest Dr., US49
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 10.51 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 186 Sec. (Average of 4 runs)
US49 from Johnson Ave. to US63:
Average delay experienced in this segment is approx. 156 sec per vehicle in the PM Peak.
Route #7 Church St.
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 1.5 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 102 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 102 sec. in the AM Peak. The
measured speed is below the posted speed limit for the entire segment.
Route #7 Church St.
Delay Analysis Summary
Travel Direction : Northbound
Total Distance : 1.5 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 120 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 120 sec. in the PM Peak. The
measured speed is below the posted speed limit for the entire segment.
Route #7 Church St.
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 1.5 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 120 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 120 sec. in the AM Peak. The
measured speed is below the posted speed limit for the entire segment.
Route #7 Church St.
Delay Analysis Summary
Travel Direction : Southbound
Total Distance : 1.5 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 180 Sec. (Average of 4 runs)
The total delay experienced in this roadway segment is 180 sec. in the PM Peak. The
measured speed is below the posted speed limit for the entire segment.
Route #8 Washington Ave.
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 4.77 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 132 Sec. (Average of 4 runs)
Washington Ave. from Gee St. to Patrick St.:
Average delay experienced in this 1.9 mile segment is approx. 106 sec per vehicle in the AM
Peak.
Washington Ave.-Caraway Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 14 sec per vehicle in
the AM Peak.
Route #8 Washington Ave.
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 4.77 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 120 Sec. (Average of 4 runs)
Washington Ave. from Gee St. to Patrick St.:
Average delay experienced in this 1.9 mile segment is approx. 65 sec per vehicle in the PM
Peak.
Washington Ave.-Caraway Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 21 sec per vehicle in
the PM Peak.
Route #8 Washington Ave.
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 4.77 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 102 Sec. (Average of 4 runs)
Washington Ave.-Caraway Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 6 sec per vehicle in
the AM Peak.
Washington Ave. from Patrick St to Gee St. :
Average delay experienced in this 1.9 mile segment is approx. 86 sec per vehicle in the AM
Peak.
Route #8 Washington Ave.
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 4.77 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 114 Sec. (Average of 4 runs)
Washington Ave.-Caraway Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 15 sec per vehicle in
the AM Peak.
Washington Ave. from Patrick St to Gee St. :
Average delay experienced in this 1.9 mile segment is approx. 93 sec per vehicle in the AM
Peak.
Route #9 Nettleton Ave.
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 12.19 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 258 Sec. (Average of 4 runs)
Nettleton Ave. from Strawfloor Dr. to Airport Road. :
Average delay experienced in this 4.7 mile segment is approx. 160 sec per vehicle in the AM
Peak.
Nettleton Ave. from Highland Dr. to Ingels Rd. :
Average delay experienced in this 2.8 mile segment is approx. 91 sec per vehicle in the AM
Peak.
Route #9 Nettleton Ave.
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 12.19 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 222 Sec. (Average of 4 runs)
Nettleton Ave. from Strawfloor Dr. to Airport Road. :
Average delay experienced in this 4.7 mile segment is approx. 139 sec per vehicle in the PM
Peak.
Nettleton Ave. from Highland Dr. to Ingels Rd. :
Average delay experienced in this approx. 3 mile segment is approx. 81 sec per vehicle in the
PM Peak.
Route #9 Nettleton Ave.
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 12.19 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 216 Sec. (Average of 4 runs)
Nettleton Ave. from Ingels Rd. to Highland Dr. :
Average delay experienced in this approx. 3 mile segment is approx. 95 sec per vehicle in the
AM Peak.
Nettleton Ave. from Airport Road to Strawfloor Dr. :
Average delay experienced in this 4.7 mile segment is approx. 118 sec per vehicle in the AM
Peak.
Route #9 Nettleton Ave.
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 12.19 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 174 Sec. (Average of 4 runs)
Nettleton Ave. from Ingels Rd. to Highland Dr. :
Average delay experienced in this approx. 3 mile segment is approx. 72 sec per vehicle in the
PM Peak.
Nettleton Ave. from Airport Road to Strawfloor Dr. :
Average delay experienced in this 4.7 mile segment is approx. 102 sec per vehicle in the PM
Peak.
Route #10 Lawson Rd. /SR158
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 10.84 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 102 Sec. (Average of 4 runs)
Lawson Rd.-Stadium Ave. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 21 sec per vehicle in
the AM Peak.
Lawson Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 11 sec per vehicle in
the AM Peak.
Lawson Rd. from C607 to SR463E :
Average delay experienced in this approx. 4.2 mile segment is approx. 34 sec per vehicle in
the AM Peak.
Route #10 Lawson Rd. /SR158
Delay Analysis Summary
Travel Direction : Eastbound
Total Distance : 10.84 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 84 Sec. (Average of 4 runs)
Lawson Rd. from Stadium Ave. to C126:
Average delay experienced in this segment is approx. 22 sec per vehicle in the PM Peak.
Lawson Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 10 sec per vehicle in
the PM Peak.
Lawson Rd. from C607 to SR463E :
Average delay experienced in this approx. 4.2 mile segment is approx. 20 sec per vehicle in
the PM Peak.
Route #10 Lawson Rd. /SR158
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 10.84 Miles
Time of Run
: AM Peak (7 AM to 8 AM)
Total Delay
: 102 Sec. (Average of 4 runs)
Lawson Rd. from SR463E to C607 :
Average delay experienced in this approx. 4.2 mile segment is approx. 14 sec per vehicle in
the AM Peak.
Lawson Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 20 sec per vehicle in
the AM Peak.
Lawson Rd.-Stadium Ave. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 20 sec per vehicle in
the AM Peak.
Route #10 Lawson Rd. /SR158
Delay Analysis Summary
Travel Direction : Westbound
Total Distance : 10.84 Miles
Time of Run
: PM Peak (4:15 PM to 5:15 PM)
Total Delay
: 108 Sec. (Average of 4 runs)
Lawson Rd. from SR463E to C607 :
Average delay experienced in this approx. 4.2 mile segment is approx. 26 sec per vehicle in
the PM Peak.
Lawson Rd.-Harrisburg Rd. Intersection:
Average delay experienced in the vicinity of this intersection is approx. 17 sec per vehicle in
the PM Peak.
Lawson Rd. from C126 to Stadium Ave.:
Average delay experienced in the vicinity of this intersection is approx. 24 sec per vehicle in
the PM Peak.