Pipe and
Products
Catalog
www.hansonpipeandproducts.com
forterrabp.com
Forterra
Forterra Building Products
Little Rock Plant
1300 Bond Street
P.O. Box 95036
Little Rock, AR 72295
(501) 376-3581
(501) 376-3585 (FAX)
(800) 482-6548 (WATS)
West Memphis Plant
Como Plant
501 East Jefferson St.
P.O. Box 898
West Memphis, AR 72303
(870) 735-5514
(870) 735-0331 (FAX)
(800) 238-5299 (WATS)
2289 Holston Road
P.O. Box 454
Como, MS 38619
(662) 526-5134
(662) 562-5113 (FAX)
(800) 809-2205 (WATS)
TITLE
Contact Forterra
PLANT
.
STATE
SECTION PAGE
DATE
AR
1.1
2-1-05
Basic Design Criteria for Precast Structures
1. Concrete compressive strength shall be 4,000 PSI minimum @ 28 days.
2. Lateral load design of substructure is based on AASHTO load factor design method.
3. Use a 30% impact factor for traffic loads per AASHTO.
4. Design substructure for HS 20-44 traffic wheel loads per AASHTO as last revised.
5. Design assumes that lateral soil pressure includes a 2' - 0" live load surcharge per
ASTM C857-92.
6. Yield strength of the reinforcing steel shall be 60,000 PSI Grade 60 and shall be in
accordance with ASTM A-615.
7. Design substructure in accordance with ACI 318-89, AASHTO fifteenth edition and
ASTM C 857-92 where applicable.
Note:
● For special applications or designs, please contact our office for technical assistance.
Software and Presentation Programs Available
3EB The program 3EB (Three Edge Bearing) is a
software demonstration that computes earth loads on
concrete pipe. 3EB analyzes underground pipelines
for standard installations, negative projecting
embankments, and jacked and tunneled pipe. Loads
are derived using the indirect design method which
relates the supporting strength strength of buried pipe
to the strength obtained in a three-edge bearing test
through the use of bedding factors. The program
analyzes all standard live loads, such as aircraft and
railroad loading and AASHTO highway loads.
Structural desigh is in accordance with AASHTO
standards and includes ultimate flexure, shear and
service crack control.
Standard Installations The latest in proper bedding
and backfill of reinforced concrete pipe. The new four
types of installations replace the old Marston Spangler
Class B, C, & D beddings that have been used since
the 1920's. The Standard installations have national
approval by ASCE and AASHTO. Emphasis is placed
on the versatility of the different beding types, to allow
deep burials of concrete pipe, as well as specifying
different types to suit job site conditions. Knowledge
of the Standard Installations is necessary to run the
3EB software.
LCA Least Cost Analysis software presentation
evaluates the costs associated with each alternate
pipe material based on design components and
project requirements. The program permits the
designer to preform multiple economic analysis to
compare different pipe materials based on total costs
over the life of the project. It incorporates project
design life, material service life, economic factors,
traffic costs and other project related items. Total
costs are calculated using present worth, annualized
costs or future value methods.
Boxcar Box Culvert Analysis and Reinforcing
Design is a FHWA software program demonstration
used in the structural analysis and design of precast
reinforced concrete box sections. BOXCAR
completes structural analysis for loads due to box
weight, soil weight, internal gravity fluid weight, live
loads and loads and user specified surcharge loads.
Installations for Rigid & Flexible Pipe This
presentation discusses the differences between
installing flexible and rigid pipe materials based on the
national specifications for all types of pipe materials.
Soil types and compaction requirements are discussed
in order for the designer to understand the preper way
to inspect the many types of bedding and backfill.
Cape Cost Analysis Pipe Envelope is a software tool
demonstration which contractors and designers may
use to determine the real cost of pipeline installation.
The program takes into account the many factors
which affect the cost of installation for both rigid and
flexible pipe: type of installation, and in-situ material,
haul costs, inspection costs, and trench parameters.
For more information on software demonstrations and technical presentations contact
Regional Engineer at (501) 376-3581.
●
TITLE
Basic Design Criteria/
Software Programs Available
PLANT
STATE
AR
.
SECTION PAGE
1.2
DATE
2-1-05
Topic
Section.Page
Plant and Office Locations ...................................................................................1.1
Basic Design Criteria for Precast Structures .......................................................1.2
Software and Presentation Programs Available ..................................................1.2
Introduction ................................................................................................................ 1.0
Table of Contents ........................................................................................................ 2.0
Index ............................................................................................................2.1 - 2.6
Reinforced Concrete Pipe .......................................................................................... 3.0
REINFORCED CONCRETE PIPE - INFORMATION BROCHURE ............................. 3.n/a*
Circular Concrete Pipe, 12" - 48" ......................................................................... 3.1
Circular Concrete Pipe, 54" - 108" ....................................................................... 3.2
Reinforced Concrete Arch Pipe 15" - 72" ............................................................ 3.3
Physical Properties of Concrete Arch Pipe .......................................................... 3.4
Tongue and Groove Pipe - Joint Material ............................................................ 3.5
Instructions for Joining Concrete Pipe Using Rubber Gaskets ............................ 3.6
Typical Bend - Confined Groove or Single Offset Joint ....................................... 3.7
Typical Concentric Tee - Confined Groove or Single Offset Joint ........................ 3.8
Typical Eccentric Tee - Confined Groove or Single Offset Joint .......................... 3.9
Typical Concentric Wye - Confined Groove or Single Offset Joint .................... 3.10
Typical Eccentric Wye - Confined Groove or Single Offset Joint ....................... 3.11
Tee-Type Manhole Assembly 48" - 66" Line Size .............................................. 3.12
Tee-Type Manhole Assembly 72" Line Size & Larger ........................................ 3.13
Blank Page ........................................................................................................ 3.14
End Treatments ........................................................................................................... 4.0
Precast Culvert End Sections for Reinforced Concrete Pipe .............................. 4.1
Precast Culvert End Sections for Concrete Arch Pipe ......................................... 4.2
Precast Type "D" Alternate Headwall for 12" and 15" RCP ................................. 4.3
Precast Headwall - (Type B) for Reinforced Concrete Pipe ................................ 4.4
Precast Type "D" Headwall for 15" thru 60" RCAP (Arch) ................................... 4.5
Precast Safety End Treatment for Reinforced Concrete Pipe ............................. 4.6
4:1 Shoulder Drain ............................................................................................... 4.7
4:1 Shoulder Drain - Double ................................................................................ 4.8
Reinforced Concrete Curtain Wall ....................................................................... 4.9
Blank Page ........................................................................................................ 4.10
* - Page not numbered but in sequence as shown.
TITLE
Index
PLANT
.
STATE
SECTION PAGE
DATE
AR
2.1
2-1-05
*
Topic
Section.Page
Precast Box Culverts .................................................................................................. 5.0
PRECAST BOX CULVERT INFORMATION BROCHURE ........................................... 5.n/a*
Box Culverts Product Drawings ........................................................................... 5.1
Box Culverts - Standard Box Dimensions ........................................................... 5.2
Box Culverts - Bends ........................................................................................... 5.3
Precast Box Joint Material ................................................................................... 5.4
Reinforced Concrete Cattle Pass ........................................................................ 5.5
*Removed* ................................................................................................................... 6.0
Precast Bridge Systems ............................................................................................. 7.0
Precast Bridge Span w/Parapet Rail - 19' - 0" Interior/Curb Unit ........................ 7.1
Precast Bridge Span w/Parapet Rail - 25' - 0" Interior/Curb Unit ....................... 7.2
Precast Bridge Span w/Parapet Rail - 31' - 0" Interior/Curb Unit ....................... 7.3
Precast Bridge Span - 19' - 0" Parapet Rail ........................................................ 7.4
Precast Bridge Span - 25' - 0" Parapet Rail ........................................................ 7.5
Precast Bridge Span - 31' - 0" Parapet Rail ........................................................ 7.6
Precast Bridge Span w/Post and Rail - 15' - 0" Narrow Back Curb Unit ............. 7.7
Precast Bridge Span w/Post and Rail - 19' - 0" Narrow Back Curb Unit ............. 7.8
Precast Bridge Span w/Post and Rail - 25' - 0" Narrow Back Curb Unit ............. 7.9
Precast Bridge Span w/Post and Rail - 31' - 0" Narrow Back Curb Unit ........... 7.10
Precast Bridge Span - Assembly of Precast Bridge Units ................................. 7.11
Precast Bridge Span - Parapet Rail ................................................................... 7.12
Precast Bridge Span - Post and Rail ................................................................. 7.13
Crown Span Bridge Units ........................................................................................... 8.0
Typical Crown-Span Unit ..................................................................................... 8.1
Crown-Span Design Data Sheet ......................................................................... 8.2
Crown-Span Design Data Sheet (Skew Angle) ................................................... 8.3
Blank Page .......................................................................................................... 8.4
- Page not numbered but in sequence as shown.
TITLE
Index
PLANT
.
STATE
SECTION PAGE
DATE
AR
2.2
2-1-05
Topic
Section.Page
Precast Structures .......................................................................................... 9.00 - 12.00
Glossary - Terms Applicable to Precast Drainage Structures ............................... 9.1
Design Red Lights (Project Check List) ............................................................. 9.2
Standard Hole Diameters ................................................................................... 9.3
Instructions & Examples for Pipe Half Angle Table .................................... 9.4 - 9.5
Pipe Half Angle Diagram .................................................................................... 9.6
Pipe Half Angle Table ......................................................................................... 9.7
Maximum Pipe Angle Tables (Instructions / Examples)...................................... 9.8
Pipe Angle Diagram - Flat Wall Structures ......................................................... 9.9
Maximum Pipe Angle - Flat Wall Structures ............................................. 9.10 - 9.11
Rebar Chart ........................................................................................................ 9.12
Welded Wire Mesh Chart ................................................................................... 9.13
Steel Equalivency Chart ..................................................................................... 9.14
Casting Specifications ........................................................................................ 9.15
Typical Reinforcing Details ................................................................................. 9.16
Drainage ............................................................................................................. 10.00
12" Trench Drain .............................................................................................. 10.1
12" x 12" Catch Basin ...................................................................................... 10.2
14" x 14" Catch Basin ...................................................................................... 10.3
20" x 20" Catch Basin ...................................................................................... 10.4
24" x 24" Catch Basin ...................................................................................... 10.5
30" x 30" Catch Basin ...................................................................................... 10.6
3' x 3' Precast Box with Knockouts .................................................................. 10.7
Top Options for 3' x 3' Precast Box .................................................................. 10.8
Type "E" Inlet Top for 3' x 3' Junction Box ........................................................ 10.9
4' x 4' Precast Box with Knockouts .................................................................. 10.10
Top Options for 4' x 4' Precast Box .................................................................. 10.11
4' x 4' Junction Box with Variable Heights ........................................................ 10.12
5' x 5' Precast Box with Knockouts .................................................................. 10.13
Top Options for 5' x 5' Precast Box .................................................................. 10.14
5' x 5' Standard Junction Box (2 - Piece) with Variable Heights ........................ 10.15
6' x 6' Standard Junction Box with Variable Heights ........................................ 10.16
6' x 6' Standard Junction Box (2 - Piece) with Variable Heights ........................ 10.17
7' x 7' Standard Junction Box with Variable Heights ........................................ 10.18
8' x 8' Standard Junction Box with Variable Heights ........................................ 10.19
(Precast Structures continued on next page.)
TITLE
Index
PLANT
.
STATE
SECTION PAGE
DATE
AR
2.3
2-1-05
Topic
Section.Page
Precast Structures (Drainage) (Con't.) ........................................................ 9.00 - 12.00
5' Curb Inlet w/ 5.0 Invert ................................................................................ 10.20
6' Curb Inlet ..................................................................................................... 10.21
10' Curb Inlet ................................................................................................... 10.22
15' Curb Inlet ................................................................................................... 10.23
20' Curb Inlet ................................................................................................... 10.24
4-Grate Inlet - 5' .............................................................................................. 10.25
2-Grate Combination Inlet - 5' ......................................................................... 10.26
3-Grate Inlet - 10' ............................................................................................ 10.27
3-Grate Combination Inlet - 10' ....................................................................... 10.28
6-Grate Inlet - 10' ............................................................................................ 10.29
3' x 5' Junction Box with Variable Heights ....................................................... 10.30
3' x 5' Junction Box with Variable Heights and w/"C" Type Top ....................... 10.31
4' x 8' Standard Junction Box with Variable Heights ....................................... 10.32
5' x 7' Standard Junction Box with Variable Heights ....................................... 10.33
6' x 8' Standard Junction Box with Variable Heights ....................................... 10.34
6' x 12' Standard Junction Box with Variable Heights ..................................... 10.35
8' x 10' Standard Junction Box with Variable Heights ..................................... 10.36
DC Meter Vault ................................................................................................ 10.37
FM Meter Vault ................................................................................................ 10.38
4' x 8' Meter Vault ............................................................................................ 10.39
4' x 8' Meter Vault with DDC Installed (Structural Details)............................... 10.40
10' Meter Vault ................................................................................................ 10.41
6' x 12' Meter Vault .......................................................................................... 10.42
3' & 4' Compound Meter Vault ......................................................................... 10.43
48" ø Manhole w / Eccentric Cone ................................................................... 10.44
48" ø Manhole w / Concentric Cone ................................................................. 10.45
48" ø Manhole w / Flattop ................................................................................ 10.46
48" ø Manhole Type "MO" Curb Inlet Base ..................................................... 10.47
60" ø - 120" ø Manhole w / Flattop ................................................................... 10.48
60" ø - 120" ø Manhole w / Transition to a 48" ø Manhole .............................. 10.49
Manhole Component Weights ......................................................................... 10,50
(Precast Structures continued on next page.)
TITLE
Index
PLANT
.
STATE
SECTION PAGE
DATE
AR
2.4
2-1-05
Topic
Section.Page
Precast Structures (Drainage) (Con't.) ......................................................... 9.00 - 12.00
Sewer ...................................................................................................................11.00
PRECAST MANHOLE INFORMATION BROCHURE .................................... 11.n/a*
Precast Manhole Assembly Diagram .................................................................. 11.1
48" ø Manhole w / Concentric Cone ..................................................................... 11.2
48" ø Manhole w / Eccentric Cone ....................................................................... 11.3
48" ø Doghouse Manhole w / Eccentric Cone...................................................... 11.4
48" ø Manhole w / Flattop .................................................................................... 11.5
60" ø Saddle Manhole with Topslab .................................................................... 11.6
60" ø - 120" ø Manhole w / Flattop ....................................................................... 11.7
60" ø - 120" ø Manhole w / Transition to 48" ø Manhole ...................................... 11.8
60" ø - 120" ø Manhole w / Transition to 48" ø Manhole w / Flattop ..................... 11.9
Typical Wetwells - Various Diameters ................................................................. 11.10
Sewer ..................................................................................................................... 12.00
1,000 Gallon Grease Trap ................................................................................... 12.1
1,500 Gallon Grease Trap ................................................................................... 12.2
2,000 Gallon Grease Trap ................................................................................... 12.3
3,000 - 5,000 Gallon Grease Traps ..................................................................... 12.4
1,150 Gallon Sand / Oil Interceptor ...................................................................... 12.5
1,500 Gallon Sand / Oil Interceptor ...................................................................... 12.6
2,000 Gallon Sand / Oil Interceptor ...................................................................... 12.7
3,000 - 5,000 Gallon Sand / Oil Interceptor .......................................................... 12.8
15" Grease Trap .................................................................................................. 12.9
Blank Page .......................................................................................................... 12.10
Communication ..................................................................................................... 13.00
4' x 4' Fiber Optic Manhole .................................................................................. 13.1
3' - 10" x 5' - 4" Manhole ..................................................................................... 13.2
3' - 10" x 5' - 4" Manhole with Split Base ............................................................. 13.3
Manhole Splayed Duct ........................................................................................ 13.4
4' x 4' Intercept Manhole (4" Wall) ....................................................................... 13.5
4' x 4' Intercept Manhole (6" Wall) ....................................................................... 13.6
* - Page not numbered but in sequence as shown.
TITLE
Index
PLANT
.
STATE
SECTION PAGE
DATE
AR
2.5
2-1-05
Topic
Section.Page
Engineering ............................................................................................................... 14.0
Reference Specifications ............................................................................................... 14.1
Gasketed Radius Pipe ..................................................................................... 14.2
Tongue and Groove Radius Pipe ..................................................................... 14.3
Tables: Full Flow Constants ................................................................... 14.4 - 14.8
Round Pipe Discharge Curves (Manning's Foumula) ...................................... 14.9
Arch Pipe Discharge Curves (Manning's Foumula) ......................................... 14.10
ACPA Design Data Index ................................................................................. 14.n/a*
Miscellaneous ........................................................................................................... 15.0
CDS TECHNOLOGIES - INFORMATION BROCHURE ................................................ 15.n/a*
* - Page not numbered but in sequence as shown.
TITLE
Index
PLANT
.
STATE
SECTION PAGE
DATE
AR
2.6
2-1-05
Reinforced Concrete Pipe
6°
C
2°
1° 30'
T
0.0045"
I.D.
13/ "
16
B
30°
L
E
A
T
20°
1"
7/ "
8
D
JOINT DETAIL
PIPE & JOINT DATA
I.D.
(in.)
Metic Eq.
(mm)
Area
(ft.2)
T
(in.)
A
(in.)
B
(in.)
C
(in.)
D
(in.)
E
(in.)
L
(ft.)
Weight
(lbs./ft.)
12
300
0.8
2
1.293
2
1.641
5
8
105
15
375
1.2
2 1/4
1.543
1.891
5
8
140
18
450
1.8
2 1/2
2 1/4
3 5/8
1.730
2 1/2
2.079
3 5/8
5
8
180
21
525
2.4
2 3/4
1.971
2 5/8
2.319
6
8
228
3.1
3
1.221
2
2.569
2
8
286
1/
4
2.404
2
3/
4
7/
8
3 7/8
2.753
4
2
8
334
3 1/8
3.003
4
7
8
402
3.440
4
8
566
4 1/8
4.097
4 5/8
7 1/2
8
8
686
4
4.602
8
884
24
600
27
675
4.0
3
30
750
4.9
3 1/2
2.654
36
900
7.1
4
3.092
42
1,050
9.6
4 1/2
3.684
5
4.185
48
1,200
12.6
3 5/8
1/
2
3 5/8
3
4
7/
3/
8
4
6
1/
6
1/
8
1/
2
Note:
1.) All dimensions are nominal and within the permissible variations of ASTM.
2.) Reinforced concrete pipe conforms to current ASTM C-76 Specification
(Class III)
3.) Rubber gaskets conform to ASTM C-433 Specification.
TITLE
Circular Concrete Pipe, 12" - 48"
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
3 .1
2-1-05
Reinforced Concrete Pipe
P
I.D.
1° 50'
B.W.
T.W.
C.D.
B
L
S.E.
JOINT DETAIL
PIPE & JOINT DATA
I.D.
(size)
(in.)
Metric
Equiv.
(mm)
Area
(ft.2)
Wall
Thickness
(in.)
S.E.
(in.)
T.W.
(in.)
B
(in.)
P
(in.)
C.D.
(in.)
Length
(ft.)
Weight
(lbs./ft.)
54
1,350
15.9
5.5
58.492
2.398
65
4.75
58.001
8
1,068
60
1,500
19.6
6.0
64.958
2.681
72
4.75
64.467
8
1,296
66
1,650
23.8
6.5
8
1,542
72
1,800
28.3
7.0
77.658
2.987
86
5.00
76.932
8
1,811
84
2,100
38.5
8.0
91.316
3.692
100
5.625
90.454
8
2,409
96
2,400
50.3
9.0
114
8
3,000
108
2,700
63.6
10.0
128
8
3,865
79
Note:
1.) All dimensions are nominal and within the permissible variations of ASTM.
2.) Reinforced concrete pipe conforms to current ASTM C-76 Specification
(Class III)
3.) Rubber gaskets conform to ASTM C-443 Specification.
TITLE
Circular Concrete Pipe, 54" - 108"
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
3.2
2-1-05
Reinforced Concrete Pipe
Rise
Span
A
Mid-Point
Pipe Length = 8 feet
End View
Shorter Lengths not Available
Pipe Data
Span
Rise
(in.)
(in.)
Rd. Equiv
Pipe Size
(in.)
18
22
29
11
13
18
15
18
24
460
560
725
36
44
51
23
27
31
30
36
42
58
65
73
88
36
40
45
54
48
54
60
72
WT
Metric Equiv.
Rise
Span
(mm)
(mm)
Opening
Sq. Ft.
(in.)
Weight
280
345
460
1.1
1.6
2.9
188
233
325
4 11/16
6
5 29/32
920
1,110
1,300
570
675
795
4.4
6.5
8.7
392
537
696
7 11/16
8 9/16
10 1/16
1.485
1,650
1,855
2,235
915
1,015
1,145
1,370
11.4
14.3
17.7
25.6
885
1,079
1,333
1,856
11 19/32
13
14 11/16
17
T3
T2
T1
5°
G2
(lb./ft.)
Mid-Point
A
(in.)
G3
G1
AS
Jt.
Joint Dimensions
Size
(in.)
Wall
(in.)
18 x 11
22 x 13
29 x 18
3
3 1/8
3 1/2
36 x 23
44 x 27
51 x 31
58 x 36
65 x 40
73 x 45
88 x 54
Jt.
(in.)
2 1/4
2 1/4
2 3/4
G1
(in.)
G2
(in.)
G3
(in.)
T1
(in.)
T2
(in.)
T3
(in.)
AS
(in.)
1.281
1.406
1.516
0.197
0.197
0.234
1.522
1.522
1.750
1.000
1.125
1.250
0.197
0.197
0.234
1.803
1.803
2.016
0.28
0.28
0.27
3 1/2
4
4 1/2
3
3 1/2
3 1/2
1.594
1.719
1.906
0.262
0.306
0.306
1.644
1.975
2.288
1.313
1.438
1.625
0.262
0.306
0.306
1.925
2.256
2.569
0.28
0.28
0.28
5
5 1/2
6
7
3 1/2
5
5
6
2.281
2.625
2.938
3.188
0.306
0.437
0.437
0.525
2.413
2.438
2.625
3.287
2.000
2.313
2.375
2.625
0.306
0.437
0.437
0.525
2.694
2.750
3.188
3.850
0.28
0.31
0.56
0.56
Note:
1.) Joint Material: Preformed Flexible Mastic (Federal Spec. SS-S-210A)
-No ScaleAll dimensions subject to allowable
specification tolerances.
Bituminous Plastic Cement.
2.) All Pipe manufactured according to ASTM Spec. C-506 & AASHTO M-206.
TITLE
Reinforced Concrete Arch Pipe, 15" - 72"
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.3
2-1-05
Reinforced Concrete Pipe
R3
R
1
Rise
R
2
C
GD
TT
B
W
GT
A
TD
L
Span
Side View
End View
PIPE & JOINT DATA
Round
Equiv.
(in.)
Rise x Span
A
B
R1
R2
R3
W
(in.)
(in.)
(in.)
(in.)
(in.)
(in.)
(ft.)
18
13 1/2 x 22
7 1/8
1
27 1/2
13 3/4
5 1/4
2 1/2
1.65
4.77
0.346
8
24
18 x 28 1/2
10 7/8
3 1/4
40 11/16
14 3/4
4 5/8
3
2.80
6.24
0.449
30
22 9/16 x 36 1/4
13 5/8
3 13/16
51
18 3/4
6 1/8
3 1/2
4.44
7.87
36
26 5/8 x 43 3/4
17 1/8
4 1/8
62
22 1/2
6 1/2
4
6.28
9.41
42
31 5/
20
5 1/16
73
26 1/
7 3/
4
4 1/
16
x 51 1/
8
4
2
End Perim.
Area
(sq. ft.) (in)
Hyd.
Rad.
(ft.)
L
Weight
TD
TT
GD
GT
(ft.) (lbs./ft.)
(in)
(in)
(in.) (in.)
175
2
7/
8
300
3
0.564
8
400
0.668
8
2
1 1/2
1 3/16
3
1 3/16
3 3/4
1 5/16
3 3/4
1
530
3
1 5/8
3
1 5/8
1 7/
3 1/
8.66
11.05
0.784
8
720
3 1/
2
8
8
2
1 3/4
48
36 x 58 1/2
22 3/4
6
84
30
8 7/8
5
11.39
12.65
0.900
8
900
4 1/2
1 7/8
4 1/2
2 1/8
54
40 1/4 x 65
25 1/4
6 3/4
92 1/2
33 1/2
10
5 1/2
14.20
14.11
1.006
8
1,060
5
1 7/8
5
2 1/4
60
45 x 73 1/2
28 1/2
7 1/2
105
37 1/2
11 1/16
6
17.81
15.82
1.125
8
1,350
5
1 7/8
5
2 3/4
72
54 x 88
34 3/16
9
126
45
13 5/16
7
25.64
18.99
1.350
8
1,800
6
2 1/4
6
3
84
62 5/8 x 102
40
10 5/8
162 1/2
52
14 1/2
8
34.57
22.12
1.567
6
2,350
6 1/8
2 3/4
6 1/8
3 1/4
96
77 3/8 x 122
45 3/8
15 5/8
218
62
20
9
51.80
26.89
1.926
6
3,330
7
3 1/2
7
3 1/2
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Physical Properties
of Concrete Arch Pipe
PLANT
.
STATE
SECTION PAGE
DATE
AR
3 .4
2-1-05
12" thru 78"
Packerhead Joint
Wall
Wall
Reinforced Concrete Pipe
60" thru 120"
Hydropak Joint
Diameter
Diameter
Manufacturer Estimated Quantities
I.D.
Pipe
(Inches)
Wall
(Inches)
12
15
18
B
2
SP 2
B
2 1/2
3/ "
4
3/ "
4
3/ "
4
x 2'-6"
x 2'-6"
x 2'-6"
21
24
27
B
B
B
2 3/4
3
3 1/4
3/ "
4
3/ "
4
3/ "
4
30
33
36
B
B
B
3 1/2
3 3/4
4
39
42
45
Pre-Formed
Pcs. / Jt.
Gal./Jt.
5.60
5.60
5.60
1.5
1.8
2.1
0.21
0.26
0.38
x 2'-6"
x 2'-6"
x 2'-6"
5.60
5.60
5.60
2.5
2.8
3.1
0.47
0.53
0.65
1" x 3'-6"
1" x 3'-6"
1" x 3'-6"
11.28
11.28
11.28
3.5
3.9
4.2
0.79
0.95
1.14
B
B
B
4 1/4 1 1/2" x 3'-6"
4 1/2 1 1/2" x 3'-6"
4 3/4 1 1/2" x 3'-6"
22.50
22.50
22.50
3.3
3.5
3.7
1.36
1.62
1.77
48
51
54
B
B
B
5
1 1/2" x 3'-6"
1
5 /4 1 1/2" x 3'-6"
5 1/2 1 1/2" x 3'-6"
22.50
22.50
22.50
4.0
4.2
4.5
1.97
2.20
2.46
60
60
66
B
C
B
6
1 1/2" x 3'-6"
3
6 /4 1 3/4" x 3'-6"
2" x 3'-6"
6 1/2
22.50
36.00
42.00
5.0
5.0
5.5
2.92
3.55
3.60
66
72
72
C
B
C
7 1/4 1 3/4" x 3'-6"
2" x 3'-6"
7
7 3/4 1 3/4" x 3'-6"
36.00
42.00
36.00
5.5
5.9
5.9
3.87
4.29
4.25
78
84
90
C
C
C
8 1/4 1 3/4" x 3'-6"
8 3/4 1 3/4" x 3'-6"
9 1/4 1 3/4" x 3'-6"
36.00
36.00
36.00
6.4
6.9
7.4
4.89
5.54
6.40
9 3/4 1 3/4" x 3'-6"
11 1/4 1 3/4" x 3'-6"
10 3/4 1 3/4" x 3'-6"
2" x 3'-6"
10
2" x 3'-6"
11 3/4
36.00
36.00
36.00
42.00
42.00
7.8
8.4
8.8
9.7
9.7
6.76
7.49
8.17
9.55
9.55
96
102
108
120
120
C
SP
C
A
C
Size
Cu. In. / Ft.
Mastic
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Tongue and Groove Pipe
Joint Material
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.5
2-1-05
Reinforced Concrete Pipe
2
3
4
Lubricate spigot,
especially gasket
recess.
Lubricate the gasket
before it is put in the
recess.
Equalize stretch of gasket
completely around the
pipe as shown.
1
Throughly clean the
spigot including
gasket recess.
Entry Taper
7
6
5
Throughly clean the
inside surface of the
bell and entry taper.
Lubricate bell, especially
the entry taper on the
outer edge of the bell.
8
Align the spigot and
bell. Gasket should be
flush with entire entry
taper before pushing
the pipe home.
Approximate Lubrication Requirements
for Joining Gasketed Pipe
I.D.
Pipe
(Inches)
Approximate Gallons
of Lubricating Compound
per 100 Gaskets
12 to 15
18 to 24
27 to 33
5
7
10
36 to 42
48 to 60
66 to 72
12
15
18
78 to 84
96 to 108
120
22
25
30
Note:
1.) Above instructions apply only to gaskets in confined groove.
2.) Lubricate bell only when using single offset gasket.
TITLE
Instructions for Joining
Concrete Pipe Using Rubber Gaskets
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.6
2-1-05
Be sure the entire pipe and
joint are adequately supported
by proper bedding. Do not
force pipe to grade with
backhoe bucket or other
device.
Reinforced Concrete Pipe
O
ut
si
de
D
ia
de
si
In
m
et
er
m
ia
D
er
et
ll
tB
el
l)
∆°
12" Min.
Typ.
Spigot L.L.
12
"M
in
.T
yp
.
Be
.
L
L.
(a
Confined Groove Joint
Single Offset Joint
Plan View
Note:
1.) Up to 60" RCP standard bend angles are 15°, 30°, 45° & 90°.
-No ScaleAll dimensions subject to allowable
specification tolerances.
Contact manufacturer above 60".
2.) Other angles are available upon request.
TITLE
Confined Groove or Single Offset Joint
Typical Bend
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.7
2-1-05
Reinforced Concrete Pipe
Confined Groove Joint
Single Offset Joint
Spigot L.L.
12"
Standard Joint Length
"A"
Preferred Min.
"A"
Branch L.L.
Bell L.L.
C Branch
Plan View
I.D.
ll
Wa
Section A-A
TITLE
Confined Groove or Single Offset Joint
Typical Concentric Tee
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
3.8
2-1-05
Reinforced Concrete Pipe
Confined Groove Joint
Single Offset Joint
Spigot L.L.
12"
Standard Joint Length
"A"
Preferred Min.
"A"
Branch L.L.
Bell L.L.
C Branch
As Req'd.
Plan View
I.D.
ll
Wa
Section A-A
Note:
-No ScaleAll dimensions subject to allowable
specification tolerances.
1.) Tops even shown; other configurations available as required.
TITLE
Confined Groove or Single Offset Joint
Typical Eccentric Tee
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.9
2-1-05
Reinforced Concrete Pipe
Standard Joint Length
Spigot L.L.
Confined Groove Joint
Single Offset Joint
∆°
Br
an
L.
L.
Bell L.L.
ch
C
12
"T
Br
yp
an
.
ch
Plan View
I.D.
ll
Wa
Approximate Section
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Confined Groove or Single Offset Joint
Typical Concentric Wye
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.10
2-1-05
Reinforced Concrete Pipe
Single Offset Joint
Standard Joint Length
Spigot L.L.
Confined Groove Joint
Br
an
ch
L.L
.
Bell L.L.
∆°
CB
ran
ch
Offset
Plan View
.
I.D
ll
Wa
Approximate Section
-No ScaleAll dimensions subject to allowable
specification tolerances.
Note:
1.) Tops even shown; other configurations available as required.
TITLE
Confined Groove or Single Offset Joint
Typical Eccentric Wye
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.11
2-1-05
Single Offset Joint
Laying Length
Confined Groove Joint
Branch L.L.
Downstream
Spigot L.L.
Bell L.L.
Downstream
Confined Groove Joint
∆°
Confined Groove Joint
Side View
Tee Manhole
Single Offset Joint
Plan View
Tee Manhole
Confined Groove Joint
Single Offset Joint
Single Offset Joint
Downstream
Plan View
Bend x Tee Manhole (Lay Right)
12" Typ.
Downstream
Confined Groove Joint
∆°
Single Offset Joint
Reinforced Concrete Pipe
Plan View
Bend x Tee Manhole (Lay Left)
Note:
1.) Manhole Steps are available as required.
2.) Usual riser diameter is 48" but riser diameter
-No ScaleAll dimensions subject to allowable
specification tolerances.
equal to line pipe diameter is possible.
TITLE
Tee-Type Manhole Assembly
48"- 66" Line Size
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.12
2-1-05
Downstream
Confined Groove Joint
∆°
Single Offset Joint
Reinforced Concrete Pipe
Plan View
Bend x Tee Manhole (Lay Right)
Single Offset Joint
Confined Groove Joint
Single Offset Joint
Laying Length
Plan View
Tee Manhole
Downstream
Single Offset Joint
Side View
Tee Manhole
Confined Groove Joint
∆°
Spigot L.L.
Downstream
Bell L.L.
Confined Groove Joint
Branch L.L.
Downstream
Confined Groove Joint
Single Offset Joint
12" Typ.
Plan View
Bend x Tee Manhole (Lay Left)
Note:
1.) Manhole Steps are available as required.
2.) Usual riser diameter is 48" but riser diameter
-No ScaleAll dimensions subject to allowable
specification tolerances.
equal to line pipe diameter is possible.
TITLE
Tee-Type Manhole Assembly
72" Line Size & Larger
PLANT
.
STATE
SECTION PAGE
DATE
AR
3.13
2-1-05
Reinforced Concrete Pipe
"D"
"C"
"J"
Pipe I.D.
1"
"E"
"R
Plan View
Pipe Length Computed to
Here. - See Note Below.
End of payment
for pipe.
"T"
"C"
Slope = "X" to "Y"
"X"
Pipe I.D.
"Y"
Groove End on Outlet End Section
Tongue End on Inlet End Section
"T"
End View
"K"
Reinforcement
"T"
Pipe
Diameter
Longitudinal Elevation
Standard Dimensions
Size
(In.)
Wall
T
(In.)
Slope
R1
(In.)
C
(Ft.)
D
(Ft.)
E
(Ft.)
J
(Ft.)
K
(In.)
Wt.
(lbs.)
18
24
30
2 1/2
3
3 1/2
3:1
2.35:1
2.4:1
6
7
8
3.83
2.50
1.66
6.08
6.12
6.16
3.00
4.00
5.00
2.25
3.63
4.50
9
9 1/2
12
990
1,520
2,190
36
42
48
4
4 1/2
5
2.42:1
3:1
3:1
10 1/2
10 1/2
14
2.90
2.92
2.17
8.15
8.17
8.17
6.00
6.50
7.00
5.25
5.25
6.00
15
21
24
4,100
5,380
6,550
54
60
66
72
5 1/2
6
6 1/2
7
2 1/2:1
2:1
2:1
2:1
-
2.92
3.25
1.75
1.75
8.33
8.25
8.25
8.25
7.50
8.00
8.50
9.00
5.42
5.00
6.50
6.50
27
30
24
24
8,240
8,730
10,710
12,520
-No ScaleAll dimensions subject to allowable
specification tolerances.
Note:
1.) Length of pipe to be reduced by the "C" demension for each end section.
TITLE
Precast Culvert End Sections
For Reinforced Concrete Pipe
PLANT
.
STATE
SECTION PAGE
DATE
AR
4.1
2-1-05
Reinforced Concrete Pipe
Bell and Spigot or
Tongue and Groove End
B
A
D
A
Lift Holes
1 1/ " Dia.
B
2
Plan View
L
Lift Holes
B
Slope = "X" to "Y"
"X"
"Y"
C
A
(Dia. + 1")
T
Pipe Wall
Thickness
T
D
Section B-B
Section A-A
Standard Dimensions
Equiv.
Size
(In.)
Span-Rise
(Nominal)
(In.)
Metric
Equiv.
(mm)
Wall
Thick.
(In.)
Weight
Lbs. per
Section
Slope
A
(In.)
B
(In.)
C
(In.)
D
(In.)
L
(in.)
18
24
30
22 x 13
29 x 18
36 x 23
560 x 345
725 x 460
920 x 570
2 1/2
3
3 1/2
1,050
1,580
2,250
3:1
3:1
3:1
7
8
10
27
39
48
45
33
24
36
48
60
72
72
72
36
42
48
44 x 27
51 x 31
58 x 36
1110 x 675
1300 x 795
1485 x 915
4
4 1/2
5
3,900
5,420
6,540
3:1
3:1
3:1
10
15
21
60
60
60
36
36
36
72
78
84
96
96
96
54
60
72
65 x 40
73 x 45
88 x 54
1650 x 1015
1855 x 1145
2235 x 1370
5 1/2
6
7
7,640
9,510
14,840
3:1
3:1
3:1
25
26
35
60
75
78
36
21
22
90
96
120
96
96
100
Note:
1.) Joint Material: Preformed flexible mastic (Federal Spec. SS-S-210A)
bituminous plastic cement.
TITLE
Precast Culvert End Sections
For Concrete Arch Pipe
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
4.2
2-1-05
Reinforced Concrete Pipe
X
Y
8"
6"
H
H
J
9"
9"
1' - 6"
9"
End Elevation
Side Elevation
X
8"
Z
Y
θ
6"
W
Isometric View
Plan View
Standard Dimensions
Size
(In.)
H
(in.)
J
(In.)
W
X
Y
Z
HW-12
HW-15
2' - 6"
2' - 6"
12
12
4' - 0 7/8"
4' - 0 7/8"
2' - 11"
2' - 11"
2' - 0"
2' - 0"
21 1/8"
21 1/8"
Note:
1.) Concrete to be 4,000 psi in 28 days.
2.) Reinforcing steel to meet ASTM A-615, Grade 60.
3.) 1.5" min. concrete coverage
4.) All exposed corners shall be chamfered 3/4".
TITLE
Precast Type "D" Headwall
For 12" and 15" RCP
θ
Weight
(Lbs.)
30
30
2,400
2,400
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
4.3
2-1-05
Reinforced Concrete Pipe
"X"
"Y"
8"
6"
12"
6"
"D
"C"
Pipe I.D.
"
.
e
p
Pi
I.D
"C"
"B"
"D"
"H"
"H"
30"
18"
"A"
4"
(Min.)
"W"
6"
Side Elevation
End Elevation
8"
"X"
"D"
Pipe I.D.
"Y"
6"
Basic Dimensions
Pipe
Dia.
(In.)
"A"
(In.)
"B"
(In.)
"C"
(In.)
"D"
(In.)
"H"
(In.)
"W"
(In.)
"X"
(In.)
"Y"
(In.)
Approx.
Weight
(Lbs.)
18
21
24
12.00
12.00
12.00
6.00
6.00
6.00
12.00
12.00
12.00
24.00
27.50
31.00
30.00
36.00
36.00
48.875
69.750
69.750
35.00
42.00
42.00
24.00
36.00
36.00
2,100
3,400
3,400
27
30
12.00
12.00
6.00
6.00
12.00
12.00
35.00
38.50
42.00
42.00
90.000
90.000
49.00
49.00
48.00
48.00
4,900
4,900
33
36
12.00
12.00
6.00
6.00
12.00
12.00
42.00
45.50
60.00
60.00
111.500
111.500
56.00
56.00
60.00
60.00
6,700
6,700
42
48
9.00
9.00
9.00
9.00
18.00
18.00
52.50
59.50
63.00
63.00
153.000
153.000
70.00
70.00
84.00
84.00
14,500
14,500
"W"
Plan View
Note:
1.) All exposed corners shall be chamfered 3/4".
2.) Minimum reinforcing shall be #4 @ 6" (grade 60) or the equivalent
steel area provided in the form of welded wire fabric.
3.) Concrete for precast (steel formed) sections shall be a minimum of
CL 'A" (3,000 psi).
4.) At the option and expense of the contractor, the next larger size of
headwall may be furnished as long as the "D" dimension cast is that
of the required size of pipe.
TITLE
Precast Headwall - (Type B)
For Reinforced Concrete Pipe
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
4.4
2-1-05
Reinforced Concrete Pipe
X
Y
8"
6"
H
H
J
9"
9"
1' - 6"
9"
End Elevation
Side Elevation
X
8"
Z
Y
θ
6"
W
Plan View
Isometric View
Standard Dimensions
Equiv. Size
(In.)
Span-Rise
(In.)
H
(in.)
J
(In.)
W
X
Y
Z
θ
Weight
(Lbs.)
HW-15A
HW-18A
HW-24A
18 x 11
22 x 13
30 x 18
2' - 6"
3' - 0"
4' - 1"
12
18
18
4' - 0 7/8"
5' - 9 3/4"
8' - 1 9/16"
2' - 11"
3' - 6"
4' - 8"
2' - 0"
3' - 0"
4' - 0"
21 1/8"
28 1/8"
3' - 6 1/8"
30
30
30
2,400
3,800
6,800
HW-30A
HW-36A
HW-42A
36 x 23
44 x 27
51 x 31
4' - 1"
5' - 2"
5' - 2"
18
24
24
8' - 1 9/16"
11' - 1 3/8"
11' - 1 3/8"
4' - 8"
5' - 11"
5' - 11"
4' - 0"
5' - 6"
5' - 6"
3' - 6 1/8"
4' - 9 1/8"
4' - 9 1/8"
30
30
30
6,800
11,000
11,000
HW-48A
HW-54A
HW-60A
58 x 36
65 x 40
73 x 45
6' - 3"
6' - 3"
7' - 2"
30
30
30
13' - 6 1/4"
13' - 6 1/4"
14' - 10 1/4"
7' - 2"
7' - 2"
8' - 6"
6' - 6"
6' - 6"
6' - 6"
6' - 0 1/8"
6' - 0 1/8"
7' - 4 1/8"
30
30
30
15,500
15,500
18,000
Note:
1.) Concrete to be 4,000 psi in 28 days.
2.) Reinforcing steel to meet ASTM A-615, Grade 60.
3.) 1.5" min. concrete coverage
4.) All exposed corners shall be chamfered 3/4".
TITLE
Precast Type "D" Headwall
For 15" thru 60" RCAP (Arch)
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
STATE
MS
AR
.
SECTION PAGE
4.5
DATE
2-1-05
Reinforced Concrete Pipe
"L"
12"
End of payment for pipe
5"
7"
Is Pipe I.D.
Pipe I.D.
"D"
Min Dimension
5"
"H"
5"
Plan
4"
Slope
Pipe I.D.
"J"
"D"
"E"
6"
5"
Toe Wall Optional
6"
5"
"M"
7"
6"
"L"
12"
Longitudinal Elevation
Basic Dimensions
"D
"
.
e
p
Pi
I.D
5"
5"
"H"
End View
Note:
1.) The Safety End Treatment option shown on this sheet should only
be utilized in the following instances:
A.) On cross-drainage structures for 36" or smaller diameter pipes.
B.) On parallel-drainage structures for 30" or smaller pipes.
2.) Cross & Parallel drainage structures larger than the requirements
listed above shall utilize other safety end treatment designs shown
elsewhere in the plans.
3.) All exposed corners shall be chamfered 3/4".
4.) Manufacture of this product shall conform to the requirements of Item
467 except that minimum reinforcing shall be #4 @ 6" (Grade 40) or
#4 @ 9" (Grade 60) each way or 6 x 6 - W12 x W12 or 5 x 5 - W10 x
W10 welded wire fabric.
5.) Concrete for precast (steel formed) sections shall be a minimum of
CL "C" (3,600 psi)
6.) At the option and expense of the contractor, the next larger size of
Safety End Treatment may be furnished as long as the "D"
dimension cast is that of the required size of pipe.
TITLE
Precast Safety End Treatment
For Reinforced Concrete Pipe
PLANT
Pipe
Dia.
(In.)
Slope
"D"
(In.)
"E"
(In.)
"H"
(In.)
"J"
(In.)
"L"
(In.)
"M"
(In.)
Weight
(Lbs.)
12
3:1
4:1
6:1
17.000
17.000
17.000
16.500
16.500
16.500
28.00
28.00
28.00
26.250
26.250
26.250
31.500
42.000
63.000
0.75
0.75
0.75
1,328
1,558
2,017
15
3:1
4:1
6:1
20.500
20.500
20.500
16.500
16.500
16.500
28.00
28.00
28.00
26.250
26.250
26.250
31.500
42.000
63.000
0.75
0.75
0.75
1,243
1,472
1,831
18
3:1
4:1
6:1
24.000
24.000
24.000
20.000
20.000
20.000
30.00
30.00
30.00
30.000
30.000
30.000
42.000
56.000
64.000
1.00
1.00
1.00
1,751
2,018
2,831
24
3:1
4:1
6:1
31.000
31.000
31.000
26.500
26.500
26.500
37.00
37.00
37.00
37.000
37.000
37.000
61.500
82.000
123.000
1.50
1.50
1.50
2,831
3,596
4,818
30
3:1
4:1
6:1
38.500
38.500
38.500
33.500
33.500
33.500
41.00
41.00
41.00
44.500
44.500
44.500
81.750
109.000
163.500
2.25
2.25
2.25
4,092
5,082
7,060
36
3:1
4:1
6:1
45.125
45.125
45.125
38.375
38.375
38.375
47.00
47.00
47.00
50.875
50.875
50.875
100.125
133.500
200.250
2.50
2.50
2.50
5,544
6,827
8,722
-No ScaleAll dimensions subject to allowable
specification tolerances.
STATE
AR
.
SECTION PAGE
4.6
DATE
2-1-05
Reinforced Concrete Pipe
Slot for 23 Ga. 4 5/8" x 7 3/4"
Expanded Flat Metal Screen
Galvanized.
3/ "
16
32"
Slot for Screen
4"
13"
12 1/2"
4 1/2"
4"
Plan View
12 1/2"
End View
28"
4"
4" Tapered Hole
9"
4"
4 3/4"
4"
Section View
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING STEEL: per ASTM A-615, Grade 60.
Isometric View
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST STRUCTURE to meet ASTM C-857-92
JOINT SEALANT: Ram-Nek gasket material.
-No ScaleAll dimensions subject to allowable
specification tolerances.
WEIGHT = 246 lbs.
TITLE
4:1 Shoulder Drain
PLANT
.
STATE
SECTION PAGE
DATE
AR
4.7
2-1-05
Reinforced Concrete Pipe
48"
4"
12"
8"
24"
8"
4"
Plan View
Isometric View
4" Tapered Hole
48"
6"
4"
4"
Optional Handling Holes
6"
4 3/4" 4"
18"
6"
4"
4"
End View
Section View
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING STEEL: per ASTM A-615, Grade 60.
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST STRUCTURE to meet ASTM C-857-92
JOINT SEALANT: Ram-Nek gasket material.
-No ScaleAll dimensions subject to allowable
specification tolerances.
WEIGHT = 870 lbs.
TITLE
4:1 Shoulder Drain - Double
PLANT
.
STATE
SECTION PAGE
DATE
AR
4.8
2-1-05
Culverts
Pipe Side of
R.C. Curtain
5"
L1 + 2"
1' - 0"
H1
C for Dbl. R.C.P.
Reinforced Concrete Pipe
L (Dbl.) (Double Pipes)
2
8"
L (Single Pipe)
End View
Side View
Curtain Wall Data
Pipe
H1
L1
L
L (Dbl.)
2
18"
24"
30"
11 1/2"
1' - 0 1/2"
1' - 3 1/2"
3' - 5"
4' - 6"
8' - 0"
9' - 6"
5' - 7"
36"
42"
48"
1' - 7"
2' - 1 1/2"
2' - 5"
54"
60"
72"
2' - 9 1/2"
3' - 4"
4' - 5"
Dia
6' - 3"
7' - 6"
Weight
Single
(lbs.)
1,256
1,500
Weight
Double
(lbs.)
1,825
2,150
11' - 0"
9' - 0"
1,825
2,725
6' - 8"
7' - 3"
7' - 10"
13' - 0"
15' - 6"
17' - 0"
10' - 6"
12' - 0"
13' - 0"
2,350
3,320
4,000
3,370
4,460
5,150
8' - 5"
9' - 0"
10' - 2"
18' - 6"
20' - 6"
25' - 6"
14' - 0"
15' - 6"
18' - 6"
4,700
5,960
9,400
5,960
7,460
11,075
NOTE: Quantities shown are for one (1) curtain wall.
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING STEEL: per ASTM A-615, Grade 60.
-No ScaleAll dimensions subject to allowable
specification tolerances.
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST STRUCTURE to meet ASTM C-857-92
TITLE
Reinforced Concrete Curtain Wall
PLANT
.
STATE
SECTION PAGE
DATE
AR
4.9
2-1-05
Precast Box Culverts
Plan View
Minimum Length
Equal to Spacing
of Longitudinal
Wires plus 2 in. (typ.)
Rise
Thickness
Span
Isometric View
M
Outside
Longitudinal
Front View
Product Specifications
"Box Culvert" per ASTM C-789 or C-850 specifications. Contact
our office for additional information on available sizes and cost.
Materials
CONCRETE: 5,000 PSI, Type II cement.
REINFORCING: as per ASTM C-789 or ASTM C-850.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Box Culverts
PLANT
.
STATE
SECTION PAGE
DATE
AR
5.1
2-1-05
Precast Box Culverts
Lift Holes - 2" Diameter
Top
Slab
Span
Wall
Rise
A
Bottom
Slab
Typical Section
Standard Box Dimensions
Standard Box Dimensions
Standard Box Dimensions
Top Bottom
Span Rise Slab
Slab Wall Weight
(Ft.) (Ft.) (In.)
(In.)
(In.) (Lbs./ft.)
Top Bottom
Span Rise Slab Slab
Wall Weight
(Ft.) (Ft.) (In.)
(In.)
(In.) (Lbs./ft.)
Top Bottom
Span Rise Slab
Slab Wall Weight
(Ft.) (Ft.) (In.)
(In.)
(In.) (Lbs./ft.)
3
3
2
3
7
7
6
6
4
4
848
952
4
4
4
2
3
4
7 1/2
7 1/2
7 1/2
6
6
6
5
5
5
1146
1276
1405
5
5
5
5
2
3
4
5
8
8
8
8
7
7
7
7
6
6
6
6
1541
1696
1851
2006
6
6
6
6
6
2
3
4
5
6
8
7
7
7
7
7
7
7
7
7
7
7
7
7
7
1821
1870
2050
2225
2400
7
7
7
7
7
3
4
5
6
7
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
2230
2525
2725
2925
3125
Note:
8
8
8
8
8
8
3
4
5
6
7
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
2595
2795
2995
3195
3395
3595
9
9
9
9
9
9
9
3
4
5
6
7
8
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
9
3255
3425
3650
3875
4100
4325
4550
10
10
10
10
10
10
10
10
3
4
5
6
7
8
9
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
3870
4120
4370
4620
4870
5120
5370
5620
11
11
11
11
11
11
11
11
11
3
4
5
6
7
8
9
10
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
4610
4890
5160
5430
5705
5980
6250
6530
6805
12
12
12
12
12
12
12
12
12
12
3
4
5
6
7
8
9
10
11
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
5400
5700
6000
6300
6600
6900
7200
7500
7800
8100
(a.) A = 12" (West Memphis plant) or 8" (Ft. Smith plant).
(b.) Contact manufacturer for standard joint lengths.
TITLE
Reinforced Concrete
Precast Box Section
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
5.2
2-1-05
Precast Box Culverts
**
Span
"B"
Bend
Angle
12" Min.
Typ.
Plan View
Span / Maximum Angle
Box
Span
(Feet)
"B"
(Feet)
Max.
Angle
(Deg.)
"B"
(Feet)
Max
Angle
(Deg.)
3
4
5
3
3
3
57
45
37
4
4
4
78
63
53
6
7
8
3
3
3
31
27
24
4
4
4
45
39
35
9
10
11
12
3
3
3
3
21
19
17
16
4
4
32
29
Note:
-No ScaleAll dimensions subject to allowable
specification tolerances.
over 8 feet wide require a permit which will restrict delivery
** Shipments
hours. Check with your Hanson representative for information.
TITLE
Reinforced Concrete
Precast Box Bends
PLANT
.
STATE
SECTION PAGE
DATE
AR
5.3
2-1-05
Dimensions
Span / Rise
Wall
Precast Box Culverts
Manufacturer Estimated Quantities
Span
(Ft.)
Rise
(Ft.)
Wall
(In.)
Size
3
3
2
3
4
4
1 1/2" x 10'
1 1/2" x 10'
1.2
1.4
1.66
1.94
4
4
4
2
3
4
5
5
5
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1.4
1.6
1.8
2.26
2.57
2.88
5
5
5
5
2
3
4
5
6
6
6
6
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1.6
1.8
2.0
2.2
2.94
3.29
3.64
3.98
6
6
6
6
6
2
3
4
5
6
7
7
7
7
7
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1.8
2.0
2.2
2.4
2.6
3.71
4.10
4.48
4.86
5.24
7
7
7
7
7
3
4
5
6
7
8
8
8
8
8
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
2.2
2.4
2.6
2.8
3.0
4.99
5.40
5.82
6.23
6.65
8
8
8
8
8
8
3
4
5
6
7
8
8
8
8
8
8
8
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
2.4
2.6
2.8
3.0
3.2
3.4
5.40
5.82
6.23
6.65
7.06
7.48
9
9
9
9
9
9
9
3
4
5
6
7
8
9
9
9
9
9
9
9
9
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
2.7
2.9
3.1
3.3
3.5
3.7
3.9
6.87
6.87
7.32
7.77
8.22
8.67
9.12
Pre-Formed
Pcs. / Jt.
TITLE
Precast Box Joint Material
Mastic
Gal./Jt.
PLANT
Span
(Ft.)
Pre-Formed
Mastic
Rise
(Ft.)
Wall
(In.)
Size
Pcs. / Jt.
Gal./Jt.
10
10
10
10
10
10
10
10
3
4
5
6
7
8
9
10
10
10
10
10
10
10
10
10
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
2.9
3.1
3.3
3.5
3.7
3.9
4.1
4.3
8.00
8.00
8.48
8.97
9.45
9.94
10.42
10.91
11
11
11
11
11
11
11
11
11
3
4
5
6
7
8
9
10
11
11
11
11
11
11
11
11
11
11
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
3.1
3.3
3.5
3.7
3.9
4.1
4.3
4.5
4.7
9.22
9.22
9.74
10.26
10.78
11.30
11.82
12.34
12.86
12
12
12
12
12
12
12
12
12
12
3
4
5
6
7
8
9
10
11
12
12
12
12
12
12
12
12
12
12
12
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
1 1/2" x 10'
3.4
3.6
3.8
4.0
4.2
4.4
4.6
4.8
5.0
5.2
10.53
10.53
11.08
11.64
12.19
12.74
13.30
13.85
14.41
14.96
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
5.4
2-1-05
Precast Box Culverts
T
T
48"
6" R
72"
72"
T
L = 6' - 0"
T
6" R
T
T
End View
Section View
Size
Basic Dimensions
Length
"L"
(ft.)
Weight
Opening
(ft.)
Wall
"T"
(in.)
(lb./ft.)
(ft2.)
4x6
5
6
1,220
21.7
Note:
● Joint Material: Preformed flexible mastic,
(Federal Spec. SS-S-210A), bituminous plastic cement.
TITLE
Reinforced Concrete Cattle Pass
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
STATE
AR
.
SECTION PAGE
5.5
DATE
2-1-05
Precast Bridge Systems
Parapet Rail (Typ.)
Interior Unit(s)
Curb Unit
Curb Unit
Cross Section of Roadway
1'-3"
1'-3"
6" 2"
6" 2"
1'-7"
10"
4'-2"
1'-7"
1'-9"
11"
10"
4'-2"
1'-9"
11"
Section A-A
5"
3"
1'-5"
1'
(Ref: Parapet Rail page 7.6)
3'-6"
3'-6"
8"
Section B-B
(Ref: Parapet Rail page 7.6)
9"
7"
2'-2"
5"
3"
6"
11"
8"
8"
Section - Interior Unit
9"
7"
2'-2"
8"
Section - Curb Unit
C
9'-6"
9'-6"
5'-6"
3'-3"
0'-9"
0'-9"
5'-6"
3'-3"
3'-6"
8'-9"
6'-6"
1'
2'-0"
9"
Half Plan - Curb Unit
Half Plan - Interior Unit
Plan - 19'-0" Precast Interior/Curb Unit Concrete Span
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span w/Parapet Rail
19' - 0" Interior/Curb Unit
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.1
2-1-05
Precast Box Culverts
T
T
48"
6" R
72"
72"
T
L = 6' - 0"
T
6" R
T
T
End View
Section View
Size
Basic Dimensions
Length
"L"
(ft.)
Weight
Opening
(ft.)
Wall
"T"
(in.)
(lb./ft.)
(ft2.)
4x6
5
6
1,220
21.7
Note:
● Joint Material: Preformed flexible mastic,
(Federal Spec. SS-S-210A), bituminous plastic cement.
TITLE
Reinforced Concrete Cattle Pass
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
STATE
AR
.
SECTION PAGE
5.5
DATE
2-1-05
Precast Bridge Systems
Parapet Rail (Typ.)
Interior Unit(s)
Curb Unit
Curb Unit
Cross Section of Roadway
1'-3"
1'-3"
6" 2"
6" 2"
1'-7"
1'-7"
10"
4'-2"
1'-9"
11"
10"
4'-2"
1'-9"
11"
Section A-A
5"
3"
1'-5"
1'
(Ref: Parapet Rail page 7.6)
3'-6"
3'-6"
Section B-B
(Ref: Parapet Rail page 7.6)
9"
7"
8"
5"
3"
6"
11"
8"
8"
2'-2"
Section - Interior Unit
9"
7"
2'-2"
8"
Section - Curb Unit
C
15'-6"
15'-6"
6'-3"
3'-0"
0'-9"
5'-6"
0'-9"
5'-6"
6'-3"
3'-0"
3'-6"
4'-11"
3'-11"
9'-10"
7'-7"
2'-0"
2'-0"
9"
Half Plan - Curb Unit
Half Plan - Interior Unit
Plan - 31'-0" Precast Interior/Curb Unit Concrete Span
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span w/Parapet Rail
31' - 0" Interior/Curb Unit
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.3
2-1-05
Precast Bridge Systems
Parapet Rail (Typ.)
Interior Unit(s)
Curb Unit
Curb Unit
Cross Section of Roadway
1'-3"
1'-3"
6" 2"
6" 2"
1'-7"
1'-7"
10"
4'-2"
11"
10"
4'-2"
1'-9"
1'-9"
11"
1'
Section A-A
Section B-B
19'-0"
A
B
1'-7"
10" 4'-2"
11"
A
8'-9"
9"
2'-0"
6'-6"
B
9"
8'-9"
6'-6"
2'-0"
1'-9"
2'-0"
Elevation - 19'-0" Precast Parapet Rail
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span
19'-0" Parapet Rail
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.4
2-1-05
Precast Bridge Systems
Parapet Rail (Typ.)
Interior Unit(s)
Curb Unit
Curb Unit
Cross Section of Roadway
1'-3"
1'-3"
6" 2"
6" 2"
1'-7"
1'-7"
10"
4'-2"
11"
10"
4'-2"
1'-9"
1'-9"
11"
1'
Section A-A
Section B-B
A
B
25'-0"
1'-7"
10"
4'-2"
1'-9"
11"
9"
2'-0"
A
7'-10"
5'-7"
2'-0"
B
7'-10"
7'-10"
2'-0"
5'-10"
5'-7"
9"
2'-0"
Elevation - 25'-0" Precast Parapet Rail
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span
25'-0" Parapet Rail
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.5
2-1-05
Precast Bridge Systems
Parapet Rail (Typ.)
Interior Unit(s)
Curb Unit
Curb Unit
Cross Section of Roadway
1'-3"
1'-3"
6" 2"
6" 2"
1'-7"
1'-7"
10"
4'-2"
11"
10"
4'-2"
1'-9"
1'-9"
11"
1'
Section A-A
Section B-B
A
B
31'-0"
1'-7"
10"
4'-2"
1'-9"
11"
9"
2'-0"
A
9'-10"
7'-7"
2'-0"
B
9'-10"
9'-10"
7'-7"
2'-0"
7'-10"
9"
2'-0"
Elevation - 31'-0" Precast Parapet Rail
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span
31'-0" Parapet Rail
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.6
2-1-05
Precast Bridge Systems
Post and Rail (Typ.)
Narrow Back Curb Unit (Typ.)
Interior Unit(s)
Cross Section of Roadway
5"
3'-6"
3'-2"
5"
3"
1'-5"
2'-2"
2'-2"
9"
7"
8"
1"
4"
8"
8"
Section - Interior Unit
9"
7"
2'-5"
3'-9"
1'-5"
8"
Section - Curb Unit
7'-6"
12"
12"
1'-10 1/2"
3'-6"
3'-9"
1'-9"
1'-10 1/2"
3'-9"
1'-10 1/2"
Half Plan - Curb Unit
Half Plan - Interior Unit
Plan - 15'-0" Precast Narrow Back Curb Unit Concrete Span
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span w/Post and Rail
15' - 0" Narrow Back Curb Unit
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.7
2-1-05
Precast Bridge Systems
Post and Rail (Typ.)
Narrow Back Curb Unit (Typ.)
Interior Unit(s)
Cross Section of Roadway
5"
3'-6"
3'-2"
5"
3"
1'-5"
2'-2"
2'-2"
9"
7"
8"
1"
4"
2'-5"
3'-9"
8"
8"
Section - Interior Unit
9"
7"
1'-5"
8"
Section - Curb Unit
9'-6"
12"
12"
1'-10 1/2"
3'-6"
3'-9"
1'-9"
3'-3"
6'-3"
Half Plan - Curb Unit
Half Plan - Interior Unit
Plan - 19'-0" Precast Narrow Back Curb Unit Concrete Span
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span w/Post and Rail
19' - 0" Narrow Back Curb Unit
PLANT
STATE
AR
.
SECTION PAGE
7.8
DATE
2-1-05
Precast Bridge Systems
Post and Rail (Typ.)
Narrow Back Curb Unit (Typ.)
Interior Unit(s)
Cross Section of Roadway
5"
3'-6"
3'-2"
5"
3"
1'-5"
2'-2"
2'-2"
9"
7"
8"
1"
4"
2'-5"
3'-9"
8"
8"
Section - Interior Unit
9"
7"
8"
Section - Curb Unit
12'-6"
12"
12"
3'-6"
8'-0"
1'-5"
1'-10 1/2"
3'-6"
3'-9"
1'-9"
3'-1 1/2"
3'-1 1/2"
6'-3"
Half Plan - Curb Unit
Half Plan - Interior Unit
Plan - 25'-0" Precast Narrow Back Curb Unit Concrete Span
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span w/Post and Rail
25' - 0" Narrow Back Curb Unit
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.9
2-1-05
Precast Bridge Systems
Post and Rail (Typ.)
Narrow Back Curb Unit (Typ.)
Interior Unit(s)
Cross Section of Roadway
5"
3'-6"
3'-2"
5"
3"
1'-5"
2'-2"
2'-2"
9"
7"
8"
8"
8"
2'-5"
3'-9"
1'-5"
8"
Section - Curb Unit
15'-6"
5'-6"
6'-3"
9"
7"
4"
Section - Interior Unit
3'-0"
1"
9"
9"
5'-6"
6'-3"
3'-0"
1'-10 1/2"
3'-6"
3'-9"
1'-9"
Guard Rail Post Spacing
6'-3"
0'-9"
Half Plan - Curb Unit
Half Plan - Interior Unit
Plan - 31'-0" Precast Narrow Back Curb Unit Concrete Span
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span w/Post and Rail
31' - 0" Narrow Back Curb Unit
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.10
2-1-05
Precast Bridge Systems
8"
10" x 10" Post
ø Hole
4'-0"
3/ "
4
8 1/2"
1" ø Hole
10"
A
6'-3"
1'-1 1/2"
2'-2"
10 3/4"
1 1/2" ø Hole
Precast Post
4"
A
2 1/2" x 6" Drain
Half Elevation of Precast Curb
4"
2'-2"
10 3/4"
11 1/4"
1'-0"
1"
9"
4"
1" ø Hole
6'-3"
3'-0"
1 1/2" ø Hole
1 1/2" ø Hole
2 1/2"
x 6" Drain
1" ø Hole
Section A-A
Assembly of Units
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Curb 31'- 0"
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.11
2-1-05
Precast Bridge Systems
6"
9"
9"
31'-6"
15' - 9"
6"
15' - 9"
9 - Slabs @ 3' - 6"
31' - 6" Clear Width Roadway
6"
9"
Walkway
9"
28' - 0"
6"
14' - 0"
14' - 0"
8 - Slabs @ 3' - 6"
28' - 0" Roadway w/Walkway (Rail)
Walkway
6"
9"
9"
28' - 0"
6"
14' - 0"
14' - 0"
8 - Slabs @ 3' - 6"
28' - 0" Roadway w/Walkway (Parapet)
6"
9"
9"
28' - 0"
6"
14' - 0"
14' - 0"
8 - Slabs @ 3' - 6"
30' - 6" O.T.O.
28' - 0" Clear Roadway
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span - Parapet Rail
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.12
2-1-05
Precast Bridge Systems
31'-0"
6"
30' Clear Roadway
6"
15'
15'
7 Int. Slabs @ 3' - 6", 2 Curb Slabs @ 3' - 6"
30' Clear Width Roadway
27'-6"
26'-6" Clear Roadway
6"
6"
13'-3"
13'-3"
6 Int. Slabs @ 3' - 6", 2 Curb Slabs @ 3' - 6"
26.5' Clear Width Roadway
24'-0"
23' Clear Roadway
6"
6"
11'-6"
11'-6"
5 Int. Slabs @ 3' - 6", 2 Curb Slabs @ 3' - 6"
23' Clear Width Roadway
Walkway
27'-6"
6"
6"
28'-6" Clear Roadway
13'-3"
13'-3"
6 Int. Slabs @ 3' - 6", 2 Curb Slabs @ 3' - 6"
Cross Section of Roadway
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Precast Bridge Span - Post and Rail
PLANT
.
STATE
SECTION PAGE
DATE
AR
7.13
2-1-05
Crown-Span
Crown-Span
Rise - varies
Span - varies
Cast-in-place footing
Optional cast-in-place floor
Forterra’s Crown-Span units are rectangular three-sided
reinforced
concrete
structures designed to be installed on cast-inbottoms are
desired,
wetlands
anson's Crown-Span units
Connections are provided for
place concrete footings. Crown-Span units are produced with spans from 16 to 40 feet for prestressed units and 16 to 20 feet
must
be
spanned,
the
span
is
are
rectangular
three-sided
attaching
guard
parapets
for non-prestressed. Risers are available up to 12 feet. Installations can be single or multiple
cells. The
unitsrails
can be
skewed
longer
than can be accommoand end and wing walls.
reinforced
concrete
structures
up
to 43 degrees
to accommodate
streambed
alignment.
H
designed to be installed on cast- dated with a precast box culvert
Crown-Span
units are recommended
stream
bottoms
desired,
wetlands
must be spanned,
span
is
and when
cost
and are
time
of conIndividual
sectionsthe
are
typically
in-place concrete
footings. where natural
longer than can be accommodated with a precast
box culvert
and when cost and time of
construction
are and
critical.
struction
are critical.
eight
feet long
are butted
against adjacent units. The
Crown-Span units are proForterra’s engineers design the cast-in-place footings based on soil bearing data provided by the owner. The precast sections
Hanson's engineers design the
joints are sealed with an exterduced with spans from 16 to
are designed for each specific application according to AASHTO2 Standard Specifications for Highway Bridges.
cast-in-place footings based on nal wrapper.
40 feet for prestressed units
soil highway
bearingbridges,
data provided
by stormwater
the
and applications
16 to 20 feet
fornew
nonTypical
include
or replacement
storm drains,
management structures, culverts,
owner.
The
precast
sections
are
Hanson's Crown-Span units
prestressed.
Rises
are
availculvert extensions and utility or pedestrian tunnels.
designed for each specific appli- have been used successfully
able up to 12 feet.
Connections are provided for attaching guardcation
rails, parapets
and wing
walls. Individual for
sections
typically by
eight
feet long
according
to AASHTO2
over are
a decade
state
DOT's
and
are
butted
against
adjacent
units.
The
joints
are
sealed
with
an
external
wrapper.
Standard Specifications for High- municipalities and private deInstallations can be single or
way Bridges.
velopers.
multiple cells.
Forterra’s Crown-Span units have been used successfully for over a decade by state DOT’s, municipalities and private
developers.
The units can be skewed up to
43o to accommodate streambed
alignment.
Crown-Span units are recommended where natural stream
Typical applications include new
or replacement highway bridges,
storm drains, stormwater management structures, culverts, culvert extensions and utility or pedestrian tunnels.
TITLE
Typical Crown-Span Unit
PLANT
.
STATE
SECTION PAGE
DATE
AR
8.1
2-1-05
Crown-Span
Date:____________
Project Number:______________________________By:_____________
Project Name:_______________________________________________
Location & Description:________________________________________
Bid Schedule:________________________________________________
Engineer:___________________________________________________
Crown-Span Data
Rise
Span
Span
End View
Plan View
* Span (ft) = __________
* Rise (ft) = __________
Wall (in) = __________
Top Slab (in) = __________
Haunch (in) = __________
Hydraulics:
* Soil Weight (pcf) = __________
* Grade Elev. (ft) = ____________
(Required only if structure
* Flowline (ft) = ____________
not already sized.)
* Length (ft) = __________
* Q (cfs) = __________
* Live Load = __________
Slope (%) = __________
* No. of Lanes = __________
* Soil Bearing Capacity (psi) = __________
* "n" Coeff. = __________
* Flared or Parallel Wingwalls __________
* Vel. (fps) = __________
Note: * = User Supplied Data.
TITLE
Crown-Span Design Data Sheet
PLANT
.
STATE
SECTION PAGE
DATE
AR
8.2
2-1-05
Crown-Span
Date:_____________
Project Number:______________________________By:_____________
Project Name:_______________________________________________
Location & Description:________________________________________
Bid Schedule:________________________________________________
Engineer:___________________________________________________
Crown-Span Data
Normal
Span
Rise
Dsgn. Span
End View
Skew
Angl
e
Normal
Span
Plan View
* Span (ft) = __________
Dsgn. Span (ft) = __________
* Rise (ft) = __________ * Skew Angle (deg) = __________
Wall (in) = __________
(43° Max. Available)
Top Slab (in) = __________
Haunch (in) = __________
* Soil Weight (pcf) = __________
Hydraulics:
* Grade Elev. (ft) = ____________
(Required only if structure
* Flowline (ft) = ____________
not already sized.)
* Length (ft) = __________
* Q (cfs) = __________
* Live Load = __________
* No. of Lanes = __________
Slope (%) = __________
* Soil Bearing Capacity (psi) = __________
* "n" Coeff. = __________
* Flared or Parallel Wingwalls __________
* Vel. (fps) = __________
Note: * = User Supplied Data.
TITLE
Crown-Span Design Data Sheet
PLANT
STATE
AR
.
DATE
8.3
2-1-05
SECTION PAGE
Design Aids
Glossary - Terms Applicable to Precast Drainage Structures
Hole:
The opening left in the wall of a structure for future installation of a pipe. This
opening is always larger than the pipe O.D. See table for standard hole sizes.
Also known as knock out or window.
Brick & Casting
Adjustment:
The combined height of the casting (cover or grate) and rows of brick at the top
of a structure. Also can be throat (inlet top section) height on structures.
Key Way:
The groove section of a tongue & groove joint between two parts of a structure.
Sump:
The part of a structure between the lowest pipe invert and the floor of the
structure. Also the height of this part of the structure, that is, the distance
between floor and lowest pipe invert in a structure.
Hole Raise:
Distance from floor to invert of the opening (hole) left for a pipe. Thus an 18"
dia. CMP pipe, at invert elevation 3.0, with floor elevation of 0.0 and hole dia.
of 24" has a hole raise of:
3.0 - 0.0 = 3.0' = 36"; 36" - [(24" - 18")] ÷ 2] = 33" = hole raise.
Wall Height:
The actual wall height from floor to top of concrete wall. Thus a 48" dia. manhole, RIM elev. of 7.3, floor elev. 0.0 has wall height of:
7.3 - 0.0 - (1.3' brick & casting allow.) = 6.0' = 72" = wall height.
Weep Hole:
An opening of diameter as dictated by the controlling authority, left in the floor of
drainage structures to permit draining of the sump area.
TITLE
Glossary - Terms Applicable to Precast
Drainage Structures
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.1
2-1-05
Design Aids
Design Red Lights (Project Check List)
1.
When specifying floor and invert elevations of a structure, check for sufficient wall height to take
the required holes. Thus one must subtract brick & casting allowance, top slab thickness, and
hole raise, if applicable.
2.
Look out for too much pipe into too small a structure. There may be very little support for the
top section when all the blank outs are removed . This is particularly critical when transporting
the structure and when CMP or HDPE is used.
3.
Try to put pipes into flat wall structures at as near 90 degrees to the wall as possible. Shallow
angles require large elliptical holes and weaken the wall.
4.
Try to maintain at least 2' of cover over your pipes. Less than this may put you into the throat
area, cause conflicts with castings, or cost your client more for high strength pipe. (Note that
these are only some of the problems.)
5.
Specify pipe material on your drawing. Hole sizes differ for the same pipe in different materials.
6.
Use standard structures wherever possible. They are far more economical.
7.
Where possible, use locally manufactured castings. They do not have high transportation costs
and long delivery times.
TITLE
Design Red Lights
(Project Check List)
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.2
2-1-05
Design Aids
Standard Hole Diameters
Notes:
(1) A dash ( - ) in the table signifies that the pipe is not manufactured or else not readily
available in a particular material.
(2) Values given in the table are those that would normally be used in our plant.
However, the blank out diameter can be varied as required by a given situation.
Pipe Size
Pipe Types
(Nominal I.D.)
D.I.P.
Clay
P.V.C.
R.C.P.
C.M.P.
4"
6"
8"
7"
12"
12"
7"
12"
12"
7"
12"
12"
-
12"
12"
10"
12"
14"
16"
16"
20"
16"
16"
-
16"
16"
-
21"
-
16"
16"
-
15"
16"
18"
20"
24"
-
18"
24"
24"
26"
18"
24"
20"
21"
24"
24"
28"
-
26"
28"
32"
26"
30"
30"
36"
42"
36"
42"
-
-
-
40"
48"
54"
36"
40"
48'
48"
54"
60"
-
-
-
62"
68"
76"
54"
62"
68"
66"
72"
78"
-
-
-
82"
90"
96"
72"
76"
82"
84"
90"
96"
-
-
-
108"
-
90"
108"
TITLE
Standard Hole Diameters
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.3
2-1-05
Design Aids
Instructions & Examples for
Pipe Half Angle Table
(Used with circular structures - see
"Half Angle Diagram" for illustration)
Example No. 1:
To find if a given structure will accomodate two pipes on approximately the
same level, whose size and centerline included angle is specified.
Given:
Procedure:
48" Dia manhole, 15" dia. CMP pipe, 24" dia. CMP pipe, 76 degree
included angle between pipe centerlines.
(1.) Turn to "Standard Hole Diameter Table" and find: 15" CMP
hole is 21" dia., and 24" CMP hole is 30" dia.
(2.) Turn to "Pipe Half Angle Table" and find:
(a.) Structure dia. on bottom row. (48")
(b.) Hole dia. of 30" at right side of table.
(c.) Read up and left to intersection finding half angle of 38.68
degrees.
(d.) Repeat procedure for 48" dia. structure & 21" dia. hole,
finding half angle of 25.94 degrees.
(e.) In bottom row below structure dia. find separation angle of
4.77 degrees.
(f.) Add angle found in steps - (c.), (d.) & (e.) giving result of
69.39 degrees.
Result:
69.39 degrees is the normal minimum angle between these pipes in
this structure. Since this angle is less than the 76 degrees specified;
the structure will readily accommodate the pipes in question.
(See next page for example no. 2)
TITLE
Instructions & Examples for
Pipe Half Angle Table
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.4
2-1-05
Design Aids
Instructions & Examples for
Pipe Half Angle Table (cont.)
(Used with circular structures - see
"Half Angle Diagram" for illustration)
Example No. 2:
Find the minimum structure for the pipes of Example 1 on the previous page.
Given:
Round Structure desired for reasons of economy: Find minimum diameter
structure for 15" dia. CMP pipe, 24" dia. CMP pipe; 76 degree included
angle between pipe centerlines.
Procedure:
(1.) Hole Diameters are once again 21" & 30".
(2.) Try 42" dia. structure in "Pipe Half Angle Table".
(3.) Find half angles of:
45.58 deg. for 30" hole, 30.00 deg. for 21" hole, and
5.46 deg. for 42" dia. structure sepration angle.
(4.) Total angle is 81.04 deg., which is too large, however, pipe separation
angle of 5.46 deg. can be reduced to 0 deg., and the holes butted
together at the inside wall. This is not recommended practice, but is a
design option, thus the total included angle is 75.58 deg. This is less
than the 76 deg. specified, and the 42" round will just accommodate
the pipes in question.
Note:
Structure sizes can also be reduced by decreasing hole diameters. However, the
designer should be aware such procedures increase construction difficulties, may
violate local standards, and should be avoided if at all possible.
TITLE
Instructions & Examples for
Pipe Half Angle Table
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.5
2-1-05
Design Aids
30" ø Hole
24" ø CMP
48
"D
ia
.
CL
C
B
D
A
21" ø Hole
15"
MP
øC
CL
NOTE:
A = Half angle for 21" dia. hole in a 48" dia. structure.
B = Separation angle for a 48" dia. structure.
C = Half angle for 30" dia. hole in a 48" dia. structure.
D = Min. angle between pipe CL's.
(Where hole separation is required.)
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Pipe Half Angle Diagram
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.6
2-1-05
Design Aids
90.00
96"
69.64
90"
90.00
61.04
84"
68.21
54.34
78"
90.00
59.00
48.59
72"
66.44
51.79
43.43
66"
90.00
56.44
45.58
38.68
60"
64.16
48.59
40.01
34.23
54"
90.00
53.13
41.81
34.85
30.00
48"
90.00
61.04
44.43
35.69
30.00
25.94
42"
59.00
48.59
36.87
30.00
25.38
22.02
36"
45.58
38.68
30.00
24.62
20.92
18.21
30"
41.81
35.69
27.82
22.89
19.47
16.96
28"
34.85
30.00
23.58
19.47
16.60
14.48
24"
30.00
25.94
20.49
16.96
14.48
12.64
21"
25.38
22.02
17.46
14.48
12.37
10.81
18"
22.39
19.47
15.47
12.84
10.98
9.59
16"
19.47
16.96
13.49
11.21
9.59
8.39
14"
16.60
14.48
11.54
9.59
8.21
7.18
12"
13.77
12.02
9.59
7.98
6.84
5.98
10"
42"
5.46
48"
4.77
60"
3.82
72"
3.18
84"
2.73
96"
2.39
Structure Diameter
(Inches)
Separation Angle
(Degrees)
TITLE
Pipe Half Angle Table
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.7
2-1-05
Hole Diameters
(Inches)
Half Angle
(Degrees)
Design Aids
Maximum Pipe Angle Tables
Use with Square or Rectangular Structures
Instructions / Examples
Tables I and II on the following pages give the maximum angle at which a hole of
given diameter may enter the wall of a square or rectangular structure without cutting
into the corner area of the box. In the following discussion, refer to the "Pipe Angle
Diagram, Flat Wall Structures", and Tables I & II.
Table I gives angle values for situations where the pipe and hole centerline pass
through the center of the structure. The designer must exercise care in the use of
this table since it is restricted to those structures for which it was developed. See the
notes at the bottom of the "Pipe Angle Diagram" Sheet for a listing of these structures. The table values cover most structures commonly supplied by our firm.
To find the angle for a structure not covered in the table; use the formula for diameter
given at the top of the "Pipe Angle Diagram" sheet.
Example No. 1:
Ref: Table #1 on page 3.10
Given:
It is desired to put an 18" CMP pipe through the wide side of a
"C" (24" x 36") box at an angle of 15 degrees with the box centerline
and with the pipe centerline passing through the center of the
structure. Can this be done without cutting into the box corner?
Procedure:
(1.) Turn to "Standard Hole Diameter Table" and find: 18" CMP
hole is 24" dia.
(2.) Wall thickness for a "C" box is 8", so inside wall dimension over
wall thickness is 36" / 8".
(3.) Find 36" / 8" column in table 1 and 24" hole diameter row at
right side of table.
Result:
Read up and over to intersection; finding max. angle of 15.51 degrees.
Max. angle is greater than proposed angle, so we are OK.
Table II on page 3.85 gives angle values for situations where the pipe centerline meets a
wall centerline at the inside face of the wall. See lower diagram on the "Pipe Angle Diagram" sheet. Application is restricted to walls whose inside width and thickness are given
at the bottom of the table. For walls with other dimensions, use the formula for 0 found at
the bottom of the "Pipe Angle Diagram" page. Note that dimension "L" has no effect in this
instance so table values can be used for non-standard box lengths.
Procedure is as given in example #1. Note, however, that a jog is formed in the line when
using this system. As a practical matter, given sufficient distance between structures, this
jog can be eliminated by slightly angling the pipe in the hole. However, the designer
should consider this problem.
TITLE
Maximum Pipe Angle Tables
(Instructions / Examples)
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.8
2-1-05
Design Aids
W
D/2
D/2
W
ø
L
T
L
CL
- See Note Below -
ø
= Tan -1
D/2
W
- Sin -1 w2 + (L + T)2
L+T
Pipe CL Through Center of Structure - See Table I
CL
D/2
D/2
W
ø
W
CL
L
L
T
CL
ø
= Tan -1
W
T
- Sin -1
D/2
w2 + T2
Pipe CL Meets Structure CL @ Inside Wall - See Table II
NOTE:
"L" Values used in Table I to derive diameter are as given below; To find diameter for other values of "L" use formulas above.
17/6 - L = 14"
24/8 - L = 18"
27/8 - L = 131/2"
17" x 28"
24" x 36"
27" x 27"
"D-1" Box
"C" Box
"D-2" Box
28/6 - L = 81/2"
36/8 - L = 12"
42/6 - L = 21"
17" x 28"
24" x 36"
42" x 42"
"D-1" Box
"C" Box
D.O.T. "P" Box
48/8 - L = 12"
60/8 - L = 36"
72/8 - L =36"
48" x 24"
60" x 72"
72" x 72"
D.O.T. "F" Box
D.O.T. "J" Box
D.O.T. "J" Box
TITLE
Pipe Angle Diagram
Flat Wall Structures
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
9.9
2-1-05
Design Aids
Table I
Pipe CL through center of structure
- See note at bottom of Diagram Page 3.9 -
Maximum Angle (Degrees)
0.00
72"
3.81
66"
7.44
0.00
60"
10.93
3.82
54"
14.32
7.50
0.00
17.61
11.06
7.95
0.00
20.83
14.53
15.01
6.12
0.00
36"
23.99
17.93
21.49
11.86
8.11
30"
25.03
19.05
23.57
13.71
10.64
0.00
27.10
21.27
27.60
17.34
15.51
7.46
3.92
0.00
24"
28.65
22.92
30.55
20.00
19.02
12.60
7.69
3.27
21"
30.18
24.56
33.45
22.62
22.45
17.48
11.36
6.46
18"
31.20
25.65
35.35
24.35
24.70
20.61
13.75
8.56
1.43
16"
32.22
26.74
37.24
26.06
26.91
23.67
16.12
10.63
4.24
14"
33.23
27.82
39.12
27.77
29.11
26.68
18.45
12.69
7.00
12"
34.24
28.90
40.98
29.47
31.28
29.63
20.76
14.73
9.73
10"
72"
8"
60"
8"
48"
8"
42"
6"
36"
8"
28"
6"
27"
8"
24"
8"
17"
6"
48"
28"
Inside Wall Dimension
Wall Thickness
TITLE
Max. Pipe Angle
Flat Wall Structures
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.10
2-1-05
Hole Diameters
(Inches)
42"
Design Aids
Table II
Pipe CL meets structure CL @ inside wall.
Maximum Angle (Degrees)
0.00
72"
13.99
66"
23.04
0.00
60"
30.41
14.66
54"
36.87
24.45
0.00
42.76
32.51
15.47
0.00
48.26
39.64
26.22
18.54
0.00
36"
53.47
46.18
35.21
30.67
16.45
30"
55.16
48.27
37.97
34.18
20.75
0.00
58.48
52.33
43.26
40.72
28.51
14.81
9.46
0.00
24"
60.93
55.30
47.05
45.31
33.83
23.22
17.34
9.58
21"
63.35
58.22
50.73
49.71
38.86
30.58
24.35
17.69
18"
64.94
60.14
53.14
52.56
42.08
35.11
28.69
22.61
4.50
16"
66.53
62.04
55.51
55.36
45.23
39.44
32.85
27.27
12.48
14"
68.11
63.93
57.85
58.10
48.31
43.60
36.87
31.72
19.55
12"
69.68
65.80
60.17
60.82
51.34
47.63
40.77
36.02
26.04
10"
72"
8"
60"
8"
48"
8"
42"
6"
36"
8"
28"
6"
27"
8"
24"
8"
17"
6"
48"
28"
Inside Wall Dimension
Wall Thickness
TITLE
Max. Pipe Angle
Flat Wall Structures
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.11
2-1-05
Hole Diameters
(Inches)
42"
Design Aids
Cross - Sectional Area
(Sq. in.) per ft.
Bar Size
Designation*
Weight
(Lbs. per foot)
Bar
Diameter
(inches)
#3
#4
#5
.376
.668
1.043
.375
.500
.625
.11
.20
.31
.66
.40
.62
#6
#7
#8
1.502
2.044
2.670
.750
.875
1.000
.44
.60
.79
.88
1.20
1.58
#9
#10
#11
3.400
4.303
5.313
1.128
1.270
1.410
1.00
1.27
1.56
2.00
2.54
3.12
#14
#18
7.650
13.600
1.693
2.257
2.25
4.00
4.50
8.00
At 12" C.-C.
At 6" C.-C.
* Bar numbers are based on the number of 1/8 inches included in the
nominal diameter. The nominal diameter of a deformed bar is equivalent
to the diameter of a plain bar having the same weight as the deformed bar.
TITLE
Rebar Chart
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.12
2-1-05
Design Aids
Area - Sq. In. per Ft. of Width for Various Spacings
Wire Size Number
Nominal
Diameter
Inches
Nominal
Weight
Lbs./Lin. Ft.
Smooth
Deformed
W31
W30
W28
D31
D30
D28
0.628
0.618
0.597
1.054
1.020
.952
W26
W24
W22
D26
D24
D22
0.575
0.553
0.529
W20
W18
W16
D20
D18
D16
W14
W12
W11
Center to Center Spacing
3"
4"
6"
8"
10"
1.86
1.80
1.68
1.24
1.20
1.12
.93
.90
.84
.62
.60
.56
.465
.45
.42
.372
.36
.336
.31
.30
.28
.934
.816
.748
1.56
1.44
1.32
1.04
.96
.88
.78
.72
.66
.52
.48
.44
.39
.36
.33
.312
.288
.264
.26
.24
.22
0.504
0.478
0.451
.680
.612
.544
1.20
1.08
.96
.80
.72
.64
.60
.54
.48
.40
.36
.32
.30
.27
.24
.24
.216
.192
.20
.18
.16
D14
D12
D11
0.422
0.390
0.374
.476
.408
.374
.84
.72
.66
.56
.48
.44
.42
.36
.33
.28
.24
.22
.21
.18
.165
.168
.144
.132
.14
.12
.11
D10
0.366
0.356
0.348
.357
.340
.323
.63
.60
.57
.42
.40
.38
.315
.30
.285
.21
.20
.19
.157
.15
.142
.126
.12
.114
.105
.10
.095
0.338
0.329
0.319
.306
.289
.272
.54
.51
.48
.36
.34
.32
.27
.255
.24
.18
.17
.16
.135
.127
.12
.108
.102
.096
.09
.085
.08
0.309
0.298
0.288
.255
.238
.221
.45
.42
.39
.30
.28
.28
.225
.21
.195
.15
.14
.13
.112
.105
.097
.09
.084
.078
.075
.07
.065
0.276
0.264
.0252
.204
.187
.170
.36
.33
.30
.24
.22
.20
.18
.165
.15
.12
.11
.10
.09
.082
.075
.072
.066
.06
.06
.055
.05
0.240
0.225
0.211
.153
.136
.119
.27
.24
.21
.18
.16
.14
.135
.12
.105
.09
.08
.07
.067
.06
.052
.054
.048
.042
.045
.04
.035
W3
W2.9
W2.5
0.195
0.192
0.178
.102
.098
.085
.18
.174
.15
.12
.116
.10
.09
.087
.075
.06
.058
.05
.045
.043
.037
.036
.035
.03
.03
.029
.025
W2.1
W2
W1.5
W1.4
0.162
0.159
0.138
0.135
.070
.068
.051
.049
.126
.12
.09
.084
.084
.08
.06
.056
.063
.06
.045
.042
.042
.04
.03
.028
.031
.03
.022
.021
.025
.024
.018
.017
.021
.02
.015
.014
W10.5
W10
W9.5
W9
W8.5
W8
W7.5
W7
W6.5
W6
W5.5
W5
W4.5
W4
W3.5
D9
D8
D7
D6
D5
D4
TITLE
Welded Wire Mesh Chart
2"
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.13
2-1-05
12"
Design Aids
Most steel reinforcing designs in the precast industry use grade 40 rebar. The
yield strength of grade 40 rebar is 40,000 p.s.i. Steel cross sectional areas may
be reduced by using higher strength steels and still maintain equivalent yield
strengths.
The following chart has been developed to show equivalent yield strengths for
grade 40 rebar, and 65 k.s.i. welded wire mesh. The equivalent steel areas are
directly proportional to the yield strengths, therefore:
Grade 60 steel area = 40,000 / 60,000 x grade 40 steel area
65 k.s.i. welded wire mesh = 40,000 / 65,000 x grade 40 steel area
Grade 40 Rebar
Bar Size &
Spacing
Equivalent 65 K.S.I.
Welded Wire Mesh
Equivalent Grade 60 Rebar
Steel
Area
Bar Size &
Spacing
Min. Steel
Area
*Wire Size
& Spacing
Min. Steel
Area
.1230
#4@ 12" CCEW
.20
#3 @ 9 1/2" CCEW
.1333
W3.5/W3.5, 3" x 3"
or
W4.5/W4.5, 4" x 4"
or
W6.02/W6.2, 6" x 6"
#4 @ 6" CCEW
.40
#4 @ 9" CCEW
#5 @ 13 1/2" CCEW
.2666
W6.5/W6.5, 3" X 3"
or
W9/W9, 4" x 4"
.2461
#5 @ 12" CCEW
.31
#4 @ 11 /2" CCEW
.2066
W5/W5, 3" x 3"
or
W5W6.7, 3" x 4"
.1907
#5 @ 6" CCEW
.62
#6 @12" CCEW
#5 @ 9" CCEW
.4133
W10/W10, 3" x 3"
.3815
#6 @ 12" CCEW
.44
#5 @ 12 /2" CCEW
.2933
W6.5/W6.5, 3" x 3"
.2707
#6 @ 6" CCEW
.88
#6 @ 9" CCEW
#7 @ 12" CCEW
.5866
W14/W14, 3" x 3"
.5415
#7 @ 12" CCEW
.60
#6 @ 13" CCEW
.40
W9.5/W9.5, 3" x 3"
.3692
#7 @ 6" CCEW
1.20
#7 @ 9" CCEW
.80
W26/W26, 4" x 4"
.7385
#8 @ 12" CCEW
.79
#7 @ 13 /2" CCEW
.5267
W26/W26, 6" x 6"
.4861
#8 @ 6" CCEW
1.58
#8 @ 9" CCEW
W26/W26, 3" x 3"
.9723
1
1
1
1.053
* Wire mesh sizes shown are examples only. Availability must be checked with the
mesh manufacturer.
TITLE
Steel Equivalency Chart
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.14
2-1-05
Design Aids
Cast Iron Products
Load Designations***
Classification
Application
Proof Load Test
Heavy Duty
Suitable for highway traffic loads, or 16,000 lb.
wheel loads.
Medium Duty
Suitable for driveways, parking lots, ramps
and other similar applications where wheel
loads do not exceed 12,000 lbs.
Light Duty
Suitable for pedestration areas such as
sidewalks, terraces and other areas which
do not receive vehicular traffic.
25,000 lbs.* (Ref: Fed. Spec. RR-F-621C)
18,000 lbs.*
* Proof load is applied over a 9" x 9" area in center of the casting and held for one
minute without failure or permanent deflection.
Steel Grating and Covers
Load Designations***
Classification
Traffic
Application
H-20
AASHTO H20: 16,000 lbs over 8" x 20" area.**
H-15
AASHTO H20: 12,000 lbs over 6.9" x 17.30" area.**
H-10
AASHTO H20: 8,000 lbs over 5.6" x 14.1" area.**
Non-Traffic
These grates and covers are not intended for traffic applications.
All our standard products exceed 300 PSF.
** Design includes 30% for impact. Load area is increased by twice the distance
center to center of the bearing bars in the direction perpendicular to the bearing
bars.
*** Load designation and classificatios are per U.S. Foundry & Mfg. Corp. Products as
shown in their 3rd addition catalog, copyright 1986.
TITLE
Casting Specifications
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.15
2-1-05
Design Aids
Lap
Lap (Typ)
Circumferential
Reinforcement
Circumferential
Reinforcement
Longitudinal
Reinforcement
Longitudinal
Reinforcement
Co
Co
Ci
Ci
Wall
Wall
O / S Cage
I / S Cage
RCP & Manhole Single
Circular Reinforcement
RCP & Manhole Double
Circular Reinforcement
Longitudinal
Reinforcement
RCP (Typ)
Circumferential
Reinforcement
Co2
Lap
Ci1
Co1
C i2
Wall
As 4
H
H
Bot. Distribution
Reinforcement, As5
1 in Cover
H
T
Ci
Co
At
As
Night Cap
M
As2
1 in Cover
H
1 in Cover
Symmetrical
Rise (R)
Ts
1 in
Cover A 3
s
Bot. Slab-Outside
Reinforcement, As8
1 in Cover
As 1
Rise Symmetrical
Span
1 in Cover
Ci
As
Thickness (T)
1 in Cover
Tt
1 in
Cover
T
At
Manhole Stopper
Top Slab - Outside
Reinforcement, As7
Top Distribution
Reinforcement, As6
As 2
Co
Riser
(Typical)
RCP Elliptical Reinforcement
2 in Cover
Typical
Opening
As 4
As1
Span (S)
Thickness (T)
1 in Cover
As3
Tb
M
Thickness (T)
Typical Box Section
Fill Height 2 Ft. and Greater
Typical Box Section
Fill Height Less than 2 Ft.
Note: Reinforcement areas, concrete covers, material properties and
tolerances per appropriate specification.
TITLE
Typical Reinforcing Details
PLANT
.
STATE
SECTION PAGE
DATE
AR
9.16
2-1-05
1 in Cover
Precast Drainage Structures - General
(5) C.I. Grates
12 3/4" W x 30" L x 1 1/2" D
22"
6"
30"
18"
13' - 6" for 5 grates
30"
6"
6"
6"
Length as required
in 30" increments.
Tongue & Groove on
either end to make a
continuous trench.
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 12" PVC
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT: 340 lbs./ft.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
12" Trench Drain
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.1
2-1-05
Precast Drainage Structures - Catch Basins
12"
12"
1"
16 1/2"
12"
14 1/2"
16 1/2"
10" Thin Wall K.O.'s
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
CAST IRON FRAME & GRATE per ASTM A 48; Class 30/35
GRATE WEIGHT: 18 Lbs.
CATCH BASIN WEIGHT: 250 Lbs.
Accomodates 6" or 8" PVC Pipe.
TITLE
12" x 12" Catch Basin
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.2
2-1-05
Precast Drainage Structures - Catch Basins
14"
14"
1"
19"
14"
21"
19"
12" Thin Wall K.O.'s
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
CAST IRON FRAME & GRATE per ASTM A 48; Class 30/35
GRATE WEIGHT: 38 Lbs.
CATCH BASIN WEIGHT: 475 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
14" x 14" Catch Basin
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.3
2-1-05
Precast Drainage Structures - Catch Basins
20"
20"
1 1/2"
26"
20"
2' & 3'
Depth
Available
4"
26"
18" Thin Wall K.O.'s
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
CAST IRON FRAME & GRATE per ASTM A 48; Class 30/35
GRATE WEIGHT: 78 Lbs.
CATCH BASIN WEIGHT:
2' - 800 Lbs.
3' - 1,100 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
20" x 20" Catch Basin
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.4
2-1-05
Precast Drainage Structures - Catch Basins
24"
24"
2"
6"
24"
36"
6"
1', 1.5', 2'
& 3' Depth
Available
36"
24"
3', 3.5', 4.5'
& 5.5' Depth
Available
4"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
GRATE WEIGHT: 100 Lbs.
CATCH BASIN WEIGHT: CATCH BASIN RISER WEIGHT:
1.0' - 750 Lbs.
3.0' - 2,500 Lbs.
1.5' - 1,125 Lbs.
3.5' - 2,800 Lbs.
2.0' - 1,500 Lbs.
4.5' - 3,300 Lbs.
3.0' - 2,250 Lbs.
5.5' - 4,200 Lbs.
MAXIMUM PIPE SIZE: 18" I.D. R.C.P.
CAST IRON FRAME & GRATE per ASTM A 48; Class 30/35
TITLE
24" x 24" Catch Basin
36"
PLANT
Thin Wall K.O.'s
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
10.5
2-1-05
Precast Drainage Structures - Catch Basins
31 1/2"
31 1/2"
2"
6"
30"
3'-6"
6"
1'-0"
6"
30"
3' - 6"
6"
3'-0"
6"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
Thin Wall K.O.'s
CAST IRON FRAME & GRATE per ASTM A 48; Class 30/35
GRATE WEIGHT: 275 Lbs.
CATCH BASIN WEIGHT: 3,900 Lbs.
CATCH BASIN RISER WEIGHT: 900 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
MAXIMUM PIPE SIZE: 24" I.D. R.C.P.
TITLE
30" x 30" Catch Basin
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.6
2-1-05
Precast Drainage Structures - General
R1"
Typ.
Wye Inlet Top
Extension
3"
Typ.
Top View
Typical Lifting Insert
(2 Pls.)
48"
43 1/4"
42 3/4"
36"
Box with
Knock-Outs
3 3/ "
As Required
As Required
4
Isometric View
d
ire
u
As
eq
R
ax
=
"
30
48"
M
35 3/ "
4
48 1/4"
Item
in Isometric
View
Height
(Inches)
Approx.
Weight
(Lbs.)
Wye Inlet Top
18
2,208
Extension
12
18
24
1,050
1,575
2,100
Box
48
4,775
6"
Front View
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
3' x 3' Precast Box with Knockouts
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.7
2-1-05
Precast Drainage Structures - General
48"
Wye Inlet Top
ed
uir
36"
Typ.
As
q
Re
48"
33 1/ "
Extension
4
1/ " Chamfer
2
Typical Lifting inserts
(2 Pls.)
Top View
48"
48"
Where Shown
6"
48"
Slab Top with
Grate Assembly
35"
18"
5 1/ "
2
48"
48"
6"
6"
Front View
Slab Top
(Ref. Note 1)
Item
in Isometric
View
Height
(Inches)
Approx.
Weight
(Lbs.)
Wye Inlet Top
18
2,208
Extension
12
18
24
1,050
1,575
2,100
Slab Top
6
1,185
5436-1 Grate
Assembly
5
510
Grate
3 1/
270
Box
48
4,775
4
Grate
Box with
Knock-Outs
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
Note:
1.) Customer to specify opening size or cast iron ring and cover.
TITLE
Top Options for 3' x 3' Precast Box
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.8
2-1-05
Precast Drainage Structures - Standard Junction Boxes
3' - 0"
3' - 6"
2 1/2"
4' - 0"
5' - 0"
9"
1' - 3"
1' - 3"
4' - 0"
4' - 0"
6"
6"
3' - 0"
6"
6"
3' - 0"
3' - 0"
6"
Materials & Features
4' - 0"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
6"
H-20 LOADING
MAXIMUM PIPE SIZE 30" I.D. R.C.P.
TOP WEIGHT: 2,200 Lbs.
JUNCTION BOX WEIGHT: 4,810 Lbs.
K.O.'s as Required
By Customer
EXTENSION SECTIONS AVAILABLE
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Type "E" Inlet Top for
3' x 3' Junction Box
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.9
2-1-05
Precast Drainage Structures - General
R1"
Typ.
Wye Inlet Top
Extension
3"
Typ.
Top View
Typical Lifting Insert
(2 Pls.)
60"
54 3/4"
48"
Box with
Knock-Outs
As Required
As Required
3 3/4"
As
u
eq
R
ax
Isometric View
d
ire
=
"
42
48" or 60"
Item
in Isometric
View
Height
(Inches)
Approx.
Weight
(Lbs.)
Wye Inlet Top
18
3,430
Extension
12
18
24
1,350
2,025
2,700
Box
48
60
6,280
7,850
M
6"
47 3/4"
60 1/4"
Front View
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
4' x 4' Precast Box with Knockouts
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.10
2-1-05
Precast Drainage Structures - General
60"
Wye Inlet Top
d
48"
Typ.
e
uir
eq
45 1/ "
4
R
As
60"
Extension
1/ " Chamfer
2
Typical Lifting inserts
(2 Pls.)
Top View
Where Shown
60"
60"
60"
47"
6"
10"
Slab Top with
Grate Assembly
18"
5 1/ "
2
Front View
60"
Item
in Isometric
View
Height
(Inches)
Approx.
Weight
(Lbs.)
Wye Inlet Top
18
3,430
Extension
12
18
24
1,350
2,025
2,700
5432-2 Grate
Assembly
5
965
Slab Top
6
1,340
Grate
3 1/4
433
Box
48
60
6,280
7,850
60"
Slab Top
(Ref. Note 1)
6"
Grate
Box with
Knock-Outs
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
Note:
1.) Customer to specify opening size or cast iron ring and cover.
TITLE
Top Options for 4' x 4' Precast Box
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.11
2-1-05
Precast Drainage Structures - Standard Junction Boxes
Customer to Specify
Opening Size or
Cast-In Ring & Cover
5' - 0"
5' - 0"
6"
6"
7"
6"
4' - 0"
5' - 0"
6"
4'-0", 4'-6",
5'-0", 5'-6",
& 6'-0"
4' - 6"
to
6'-6"
6"
6"
6"
4' - 0"
6"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
MAXIMUM PIPE SIZE 36" WITH 30" R.C.P. IN
ADJACENT WALL
SLAB TOP WEIGHT: 1,850 Lbs.
JUNCTION BOX WEIGHT: 6,000 Lbs. (4"-0" I.D.)
EXTENSION SECTIONS AVAILABLE
-No ScaleAll dimensions subject to allowable
specification tolerances.
HOLES IN BOX MAY BE CORED OR CAST-IN AS REQ'D.
TITLE
4' x 4' Junction Box
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.12
2-1-05
Precast Drainage Structures - General
R1"
Typ.
Wye Inlet Top
Extension
3"
Typ.
Top View
Typical Lifting Insert
(2 Pls.)
72"
66 3/4"
60"
Box with
Knock-Outs
As Required
As Required
3 3/4"
As
u
eq
R
ax
Isometric View
d
ire
=
"
60"
54
M
Item
in Isometric
View
Height
(Inches)
Approx.
Weight
(Lbs.)
Wye Inlet Top
12
4,650
Extension
12
18
24
2,200
3,300
4,400
Box
60
8,520
6"
59 3/4"
72 1/4"
Front View
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
5' x 5' Precast Box with Knockouts
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.13
2-1-05
Precast Drainage Structures - General
72"
Wye Inlet Top
59"
Typ.
d
ire
56 1/4"
As
u
eq
72"
R
Typical Lifting inserts
(2 Pls.)
Top View
Customer to specify Opening Size or
Cast Iron Ring and Cover.
1/2" Chamfer
Where Shown
72"
72"
72"
6"
Slab Top
12"
6"
Front View
Grate
Item
in Isometric
View
Height
(Inches)
Approx.
Weight
(Lbs.)
Wye Inlet Top
12"
4,650
Slab Top
6
4,400
Grate
4 1/2"
850
Box
Varies
Box with
Knock-Outs
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
Top Options for 5' x 5' Precast Box
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.14
2-1-05
Precast Drainage Structures - Standard Junction Boxes
6' - 0"
6' - 0"
6"
2.5', 3.0', 3.5', 4.0',
4.5', 5.0' & 5.5'
6"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
5' - 0"
5' - 0"
6" Typ.
2.5', 3.0',
3.5' & 4.0'
5' - 0"
5' - 0"
6" Typ.
2.5', 3.0', 3.5', 4.0',
4.5', 5.0' & 5.5'
Materials & Features
6"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
K.O.'s as Required
By Customer
H-20 LOADING
TOP SECTION WEIGHT: 6,900 Lbs. (5' x 5' x 5' Box)
-No ScaleAll dimensions subject to allowable
specification tolerances.
BOTTOM SECTION WEIGHT: 6,900 Lbs. (5' x 5' x 5' Box)
TITLE
5' x 5' Standard Junction Box (2-Piece)
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.15
2-1-05
Precast Drainage Structures - Standard Junction Boxes
Customer to Specify
Opening Size or
Cast-In Ring & Cover
7' - 0"
7' - 0"
9"
8"
8"
Slab Top
2.0', 2.5', 3.0',
3.5', 4.0', 4.5'
& 5.0'
6"
7'-0"
7'-0"
6"
6"
6"
2.5', 3.0',
3.5' & 4.0'
6"
6' - 0"
Extension
6"
6' - 0"
7' - 0"
6"
Materials & Features
CONCRETE: 5,000 PSI
2.0', 2.5', 3.0',
3.5', 4.0', 4.5'
& 5.0'
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
MAXIMUM PIPE SIZE 60" WITH 48" R.C.P. IN
ADJACENT WALL
SLAB TOP WEIGHT: 5,600 Lbs.
6"
Junction Box
JUNCTION BOX WEIGHT: 16,600 Lbs. (6' x 6' x 5')
Hole provided as
Required by Customer
EXTENSION SECTIONS AVAILABLE
TITLE
6' x 6' Standard Junction Box
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.16
2-1-05
-No ScaleAll dimensions subject to allowable
specification tolerances.
Precast Drainage Structures - Standard Junction Boxes
7' - 0"
7' - 0"
6"
2.0', 2.5', 3.0',
3.5' & 4.0'
6"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
6' - 0"
6' - 0"
6" Typ.
2.5', 3.0',
3.5' & 4.0'
6' - 0"
6' - 0"
6" Typ.
2.0', 2.5', 3.0',
3.5' & 4.0'
Materials & Features
8"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
Hole Provided as
Required by Customer
TOP SECTION WEIGHT: 12,700 Lbs. (top height = 4' - 0")
-No ScaleAll dimensions subject to allowable
specification tolerances.
BOTTOM SECTION WEIGHT: 12,700 Lbs. (Bottom height = 4' - 0")
TITLE
6' x 6' Standard Junction Box (2-Piece)
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.17
2-1-05
Precast Drainage Structures - Standard Junction Boxes
8' - 0"
8' - 0"
6"
2.0', 2.5', 3.0',
3.5' & 4.0'
6"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
7' - 0"
7' - 0"
6" Typ.
2.0', 2.5', 3.0,
3.5' & 4.0'
7' - 0"
7' - 0"
6" Typ.
2.0', 2.5', 3.0',
3.5' & 4.0'
Materials & Features
8"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
K.O.'s as Required
By Customer
H-20 LOADING
TOP SECTION WEIGHT: 15,400 Lbs. (7' x 7' x 4' Top)
-No ScaleAll dimensions subject to allowable
specification tolerances.
BOTTOM SECTION WEIGHT: 15,400 Lbs. (7' x 7' x 4' Bottom)
TITLE
7' x 7' Standard Junction Box (2-Piece)
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.18
2-1-05
Precast Drainage Structures - Standard Junction Boxes
9' - 4"
9' - 4"
8"
2.0', 2.5', 3.0',
3.5' & 4.0'
8"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
8' - 0"
8' - 0"
8" Typ.
2.0', 2.5',
3.0" & 3.5'
8' - 0"
8' - 0"
8" Typ.
2.0', 2.5', 3.0',
3.5' & 4.0'
Materials & Features
8"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
K.O.'s as Required
By Customer
TOP SECTION WEIGHT: 26,000 Lbs. (8' x 8' x 5' - 8" Top)
-No ScaleAll dimensions subject to allowable
specification tolerances.
BOTTOM SECTION WEIGHT: 26,000 Lbs. (8' x 8' x 5' - 8" Bottom)
TITLE
8' x 8' Standard Junction Box
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.19
2-1-05
Precast Drainage Structures - General
4' - 0"
6' - 0"
1' - 0"
1' - 10"
6"
3' - 0"
4' - 0"
Frame and Cover as
Required by City
4' - 0" 3' - 0"
5' - 0"
20"
6' - 0"
1' - 0"
5' - 8 1/2"
6"
6"
#3 Rebar Left Exposed
for Gutter Tie-In
3' - 10 1/2"
32" x 32" Thinwall K.O.'s
Typ 4 Places
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
WEIGHT:
BASE: 6,300 Lbs.
TOP:
3,600 Lbs.
RISER: 1,350 Lbs.
TITLE
5' Curb Inlet w/ 5.0 Invert
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.20
2-1-05
Precast Drainage Structures - General
4' - 0"
7' - 0"
1' - 0"
1' - 10"
6"
3' - 0"
4' - 0"
Frame and Cover as
Required by City
4' - 0" 3' - 0"
6' - 0"
20"
7' - 0"
1' - 0"
5' - 8 1/2"
6"
6"
#3 Rebar Left Exposed
for Gutter Tie-In
3' - 10 1/2"
32" x 32" Thinwall K.O.'s
Typ 4 Places
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
WEIGHT:
BASE: 7,000 Lbs.
TOP:
4,000 Lbs.
RISER: 1,500 Lbs.
TITLE
6' Curb Inlet
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
STATE
AR
.
SECTION PAGE
10.21
DATE
2-1-05
Precast Drainage Structures - General
4' - 0"
11' - 0"
Frame and Cover as
Required by City
1' - 0"
1' - 10"
6"
3' - 0"
4' - 0"
4' - 0" 3' - 0"
10' - 0"
11' - 0"
17"
1' - 0"
5' - 8
1/ "
2
6"
6"
3' - 10 1/2"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
#3 Rebar Left Exposed
for Gutter Tie-In
32" x 32" Thinwall K.O.'s
Typ. 8 Places
MAXIMUM PIPE SIZE: 24" I.D.
WEIGHT:
BASE: 10,300 Lbs.
TOP:
5,000 Lbs.
RISER: 2,100 Lbs.
TITLE
10' Curb Inlet
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.22
2-1-05
Precast Drainage Structures - General
4' - 0"
16' - 0"
Frame and Cover as
Required by City
#3 Rebar Left
Exposed for
Gutter Tie-In
1' - 10"
32" x 32"
Thinwall K.O.'s
Typ. 10 Places
3' - 10 1/2"
4' - 0"
17' - 0"
1-Piece Option
Frame and Cover
as Required by
City
1' - 10"
#3 Rebar Left
Exposed for
Gutter Tie-In
Connector Plate,
Front & Back
with (2) 1" Bolts
3'-10 1/2"
32" x 32"
Thinwall K.O.'s
Typ. 10 Places
17"
5'-8 1/2"
2-Piece Option
Materials & Features
6"
6"
CONCRETE: 5,000 PSI
Section - 1-Piece Option
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
WEIGHT:
BASE - 14,300 Lbs.
TOP - 8,600 Lbs.
22,900 Lbs. Total
TITLE
15' Curb Inlet
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.23
2-1-05
Precast Drainage Structures - General
4' - 0"
Frame and Cover as
Required by City
22' - 0"
1' - 10"
#3 Rebar Left
Exposed for
Gutter Tie-In
Connector Plate,
Front & Back
with (2) 1" Bolts
3' - 10 1/2"
32" x 32" Thinwall K.O.'s
Typ. 16 Places
17"
Materials & Features
5' - 8 1/2"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
6"
MAXIMUM PIPE SIZE: 24" I.D.
6"
WEIGHT:
BASE - 20,600 Lbs.
TOP - 10,000 Lbs.
30,600 Lbs. Total
TITLE
20' Curb Inlet
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.24
2-1-05
Precast Drainage Structures - General
18"
2 1/2"
30"
18"
30"
(4) C.I. Grates
Weight - 180 Lb. Ea.
4' - 0"
6' - 0"
10"
Inlet Top W/4 Frames
4" I-beam
10"
4' - 8 1/2"
6"
3' - 10 1/2"
6"
32" x 32" Thinwall K.O.'s
Typ. 4 Places
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT:
BASE - 10,300 Lbs.
TOP - 3,000 Lbs.
13,300 Lbs. Total
TITLE
4-Grate Inlet - 5'
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.25
2-1-05
Precast Drainage Structures - General
2 1/2"
18"
30"
(2) C.I. Grates
Weight - 180 Lb. Ea.
30"
6" x 60" opening
4' - 0"
6' - 0"
10"
Inlet Top W/2 Frames
4" I-beam
10"
Rebar
(12" exposed)
4' - 8 1/2"
6"
3' - 10 1/2"
6"
32" x 32" Thinwall K.O.'s
Typ. 4 Places
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT:
BASE - 10,300 Lbs.
TOP - 3,000 Lbs.
13,300 Lbs. Total
TITLE
2-Grate Combination Inlet - 5'
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.26
2-1-05
Precast Drainage Structures - General
2 1/2"
18"
30"
(3) C.I. Grates
Weight - 180 Lb. Ea.
30"
30"
4' - 0"
4" I-beam (Typ.)
11' - 0"
Inlet Top W/3 Frames
10"
10"
4' - 8 1/2"
6"
6"
3' - 10 1/2"
32" x 32" Thinwall K.O.'s
Typ. 8 Places
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT:
BASE - 10,300 Lbs.
TOP - 5,600 Lbs.
15,900 Lbs. Total
TITLE
3-Grate Inlet - 10'
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.27
2-1-05
Precast Drainage Structures - General
2 1/2"
18"
30"
(3) C.I. Grates
Weight - 180 Lb. Ea.
30"
30"
4" I-beam (Typ.)
4' - 0"
11' - 0"
6" x 90" opening
Inlet Top W/3 Frames
10"
10"
Rebar
(12" exposed)
4' - 8 1/2"
6"
6"
3' - 10 1/2"
32" x 32" Thinwall K.O.'s
Typ. 8 Places
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT:
BASE - 10,300 Lbs.
TOP - 5,600 Lbs.
15,900 Lbs. Total
TITLE
3-Grate Combination Inlet - 10'
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.28
2-1-05
Precast Drainage Structures - General
18"
2
1/
2"
30"
18"
30"
(6) C.I. Grates
Weight - 180 Lb. Ea.
30"
4' - 0"
4" I-beam (Typ.)
11' - 0"
Inlet Top W/6 Frames
10"
10"
4' - 8 1/2"
6"
6"
3' - 10 1/2"
32" x 32" Thinwall K.O.'s
Typ. 8 Places
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MAXIMUM PIPE SIZE: 24" I.D.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT:
BASE - 10,300 Lbs.
TOP - 5,600 Lbs.
15,900 Lbs. Total
TITLE
6-Grate Inlet - 10'
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.29
2-1-05
Precast Drainage Structures - Standard Junction Boxes
4' - 0"
6' - 0"
6"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
6"
3' - 0"
5' - 0"
6"
Varies
to 5' - 0"
6"
Materials & Features
K.O.'s as Required
By Customer
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
TOP SECTION WEIGHT: 1,800 Lbs.
BOTTOM SECTION WEIGHT: 5,850 Lbs. (bottom height = 3' - 0")
7,200 Lbs. (bottom height = 4' - 0")
8,550 Lbs. (bottom height = 5' - 0")
TITLE
3' x 5' Junction Box
With Variable Heights
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
10.30
2-1-05
Precast Drainage Structures - Standard Junction Boxes
4' - 0"
6' - 0"
9"
10"
9"
Varies
to 5' - 0"
6"
6"
6"
3' - 0"
3' - 0"
6"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
5' - 0"
6"
6"
Varies
to 5' - 0"
6"
Materials & Features
K.O.'s as Required
By Customer
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
TOP SECTION WEIGHT: 2,100 Lbs.
BOTTOM SECTION WEIGHT: 5,850 Lbs. (bottom height = 3' - 0")
7,200 Lbs. (bottom height = 4' - 0")
8,550 Lbs. (bottom height = 5' - 0")
TITLE
3' x 5' Junction Box w/Variable Heights
and w/"C" Type Top
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
10.31
2-1-05
Precast Drainage Structures - Standard Junction Boxes
5' - 0"
9' - 0"
6"
2.5', 3.0', 3.5',
4.0', 4.5', 5.0'.
5.5', 6.0' & 6.5'
Customer to Specify
Opening Size or
Cast-In Ring & Cover
6"
6"
4' - 0"
8' - 0"
6"
2.0, 2.5',
3.0' & 3.5'
6"
4' - 0"
8' - 0"
6"
2.5', 3.0', 3.5',
4.0', 4.5', 5.0'.
5.5', 6.0' & 6.5'
6"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
K.O.'s as Required
By Customer
TOP SECTION WEIGHT: 8,600 Lbs. (top height = 3' - 0")
-No ScaleAll dimensions subject to allowable
specification tolerances.
BOTTOM SECTION WEIGHT: 8,600 Lbs. (bottom height = 3' - 0")
TITLE
4' x 8' Standard Junction Box
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.32
2-1-05
Precast Drainage Structures - Standard Junction Boxes
6' - 0"
8' - 0"
8"
Varies to
6' - 0"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
6"
6"
5' - 0"
7' - 0"
6"
2.0', 2.5' & 3.0'
6"
5' - 0"
7' - 0"
6"
Varies to
6' - 0"
Materials & Features
CONCRETE: 5,000 PSI
8"
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
K.O.'s as Required
By Customer
TOP SECTION WEIGHT: 16,500 Lbs. (top height = 6' - 0")
BOTTOM SECTION WEIGHT: 16,500 Lbs. (bottom height = 6' - 0")
TITLE
5' x 7' Standard Junction Box
With Variable Heights
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
10.33
2-1-05
Precast Drainage Structures - Standard Junction Boxes
7' - 0"
9' - 0"
8"
Varies to
5' - 0"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
6"
6"
6' - 0"
8' - 0"
6"
Varies to 3' - 0"
6"
6' - 0"
8' - 0"
6"
Materials & Features
Varies to
5' - 0"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185.
BOTTOM WEIGHT:
3' ................ 13,050 Lbs.
4' ................ 15,300 Lbs.
5' ................ 17,550 Lbs.
TOP WEIGHT:
3' ................ 13,050 Lbs.
4' ................ 15,300 Lbs.
5' ................ 17,550 Lbs.
8"
K.O.'s as Required
By Customer
-No ScaleAll dimensions subject to allowable
specification tolerances.
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
6' x 8' Standard Junction Box
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.34
2-1-05
Precast Drainage Structures - Standard Junction Boxes
7' - 0"
13' - 0"
8"
2.0', 2.5', 3.0'
3.5', 4.0', 4.5'
& 5.0'
Customer to Specify
Opening Size or
Cast-In Ring & Cover
6"
6"
6' - 0"
12' - 0"
6"
3.5', 4.0', 4.5' & 5.0'
6"
6' - 0"
12' - 0"
6"
Materials & Features
2.0', 2.5', 3.0'
3.5', 4.0', 4.5'
& 5.0'
8"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185.
BOTTOM WEIGHT:
3' ................ 15,400 Lbs.
4' ................ 18,200 Lbs.
5' ................ 21,100 Lbs.
TOP WEIGHT:
3' ................ 15,400 Lbs.
4' ................ 18,200 Lbs.
5' ................ 21,100 Lbs.
K.O.'s as Required
By Customer
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
6' x 12' Standard Junction Box
With Variable Heights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.35
2-1-05
-No ScaleAll dimensions subject to allowable
specification tolerances.
Precast Drainage Structures - Standard Junction Boxes
9' - 0"
11' - 0"
8"
Varies
to 4' - 0"
6"
Customer to Specify
Opening Size or
Cast-In Ring & Cover
6"
8' - 0"
10' - 0"
6"
2.0', 2.5', 3.0',
3.5' & 4.0'
6"
8' - 0"
10' - 0"
6"
Materials & Features
Varies
to 4' - 0"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
8"
H-20 LOADING
TOP SECTION WEIGHT: 21,300 Lbs. (8' x 10' x 4' Box)
BOTTOM SECTION WEIGHT: 21,300 Lbs. (8' x 10' x 4' Box)
TITLE
8' x 10' Standard Junction Box
With Variable Heights
PLANT
K.O.'s as Required
By Customer
.
-No ScaleAll dimensions subject to allowable
specification tolerances.
STATE
SECTION PAGE
DATE
AR
10.36
2-1-05
Precast Structures
4"
39"
3'-10"
4' - 6"
49"
4"
4"
5' - 4"
4"
6' - 0"
2-Ton Lifting Anchor
Typ. 4 places
Top View
4' - 6"
5"
6' - 0"
Varies:
3', 4',
5' & 6'
18"
11"
Varies:
3', 4',
5' & 6'
24"
5"
4"
4"
3' - 10"
5"
End View
7' - 0"
5' - 6"
Materials & Features
Thinwall K.O.
Typ. 2 places
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
VAULT WEIGHT:
3' .........
4' .........
5' .........
6' .........
Isometric View
5,000 Lbs.
6,000 Lbs.
7,000 Lbs.
8,000 Lbs.
METAL DOORS OR CAST-IN RING AS SPECIFIED BY
CUSTOMER.
BOTTOM SLAB IS OPTIONAL.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
DC Meter Vault
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.37
2-1-05
Precast Structures
4"
13"
10 1/2"
4' - 6"
39"
5'-2"
49"
4"
4"
7' - 6"
8' - 2"
4"
2-Ton Lifting Anchor
Typ. 4 places
Top View
5' - 2"
5"
8' - 2"
Varies:
Varies:
4', 5' & 6' 4', 5' & 6'
18"
15" 24"
4"
4' - 6"
4"
5"
5"
End View
9' - 0"
6' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
VAULT WEIGHT:
Thinwall K.O.
Typ. 2 places
Isometric View
4' ......... 7,000 Lbs.
5' ......... 8,300 Lbs.
6' ......... 9,600 Lbs.
METAL DOORS OR CAST-IN RING AS SPECIFIED BY
CUSTOMER.
-No ScaleAll dimensions subject to allowable
specification tolerances.
BOTTOM SLAB IS OPTIONAL.
TITLE
FM Meter Vault
PLANT
STATE
AR
.
SECTION PAGE
10.38
DATE
2-1-05
Precast Structures
6"
4'-0"
39"
5'-0"
49"
6"
6"
8' - 0"
9' - 0"
6"
Top View
5' - 0"
6"
9' - 0"
Varies:
4', 5' & 6'
18"
9"
6"
Varies:
4', 5' & 6'
24"
6"
4' - 0"
6"
6"
End View
10' - 0"
6' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
VAULT WEIGHT:
Thinwall K.O.
Typ. 2 places
Isometric View
4' ........... 8,500 Lbs.
5' ........... 9,750 Lbs.
6' ......... 11,000 Lbs.
METAL DOORS OR CAST-IN RING AS SPECIFIED BY
CUSTOMER.
-No ScaleAll dimensions subject to allowable
specification tolerances.
BOTTOM SLAB IS OPTIONAL.
TITLE
4' x 8' Meter Vault
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.39
2-1-05
Precast Structures
L
Flow
W
Plan View
Doors per City Specs.
OS&Y Gate Valve (Typ.)
U.L. Backflow
Preventer
Ductile Iron or
C-900 Stub-out
H
Flow
Adjustable Valve
Supports
12" Sump
Section View
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
METAL DOORS AND LADDER AS SPECIFIED
BY CUSTOMER.
JOINTS SEALED WITH RAM-NEK.
Basic Dimensions
Valve
Size
W
L
H
Weight
DDBP-MT4
4"
5' - 0"
9' - 0"
5' - 6" 18,000 Lbs.
DDBP-MT6
6"
5' - 0"
9' - 0"
5' - 6" 18,000 Lbs.
DDBP-MT8
8"
5' - 0"
9' - 0"
6' - 6" 21,000 Lbs.
DDBP-MT10
10"
5' - 0"
9' - 0"
7' - 0" 22,000 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
4' x 8' Meter Vault with DDC Installed
(Structural Details)
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.40
2-1-05
Precast Structures
4"
4'-6"
39"
5'-2"
49"
4"
4"
8' - 10"
9' - 6"
4"
Top View
5' - 2"
5"
9' - 6"
5' - 0"
18"
15"
4"
5' - 0"
24"
4"
4' - 6"
6"
6"
End View
10' - 6"
6' - 2"
Materials & Features
CONCRETE: 5,000 PSI
Thinwall K.O.
Typ. 2 places
Isometric View
REINFORCING: per ASTM A-615 or A-185
VAULT WEIGHT:
8,800 lbs.
METAL DOORS OR CAST-IN RING AS SPECIFIED BY
CUSTOMER.
BOTTOM SLAB IS OPTIONAL.
TITLE
10" Meter Vault
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.41
2-1-05
Precast Electric Structures
6"
6'-0"
39"
7'-0"
49"
6"
6"
12' - 0"
13' - 0"
6"
Top View
7' - 0"
8"
5' - 8"
18"
9"
6"
13' - 0"
5' - 8"
24"
6"
6' - 0"
6"
6"
End View
14' - 0"
8' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
VAULT WEIGHT:
Thinwall K.O.
Typ. 2 places
Isometric View
TOP .... 20,810 Lbs.
SLAB .... 8,920 Lbs.
METAL DOORS OR CAST-IN RING AS SPECIFIED BY
CUSTOMER.
BOTTOM SLAB IS OPTIONAL.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
6' x 12' Meter Vault
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.42
2-1-05
Precast Electric Structures
W
MJ x Flg.
Coupling
Flg Ell
(Typ-2)
Flg. Tee
(Typ-2)
Uniflange
(Typ-2)
L
NRS Flg
Gate Valve
(Typ-3)
Flow
Flg. Strainer
Compound Meter
Meter Test Tap
24"
Plan View
Doors per City Specs.
Meter & Strainer
Provided by City
H
Taper
Wall
Flow
Ductile Iron
(Typical)
Adjustable Valve
Supports (12" min.)
12" Sump
Section View
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
METAL DOORS AND LADDER AS SPECIFIED
BY CUSTOMER.
Basic Dimensions
Size
By Pass
L
W
H
Weight
3"
3"
8' - 2"
5' - 2"
5' - 6" 14,000 Lbs.
4"
4"
9' - 0"
5' - 0"
5' - 6" 14,000 Lbs.
JOINTS SEALED WITH RAM-NEK.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
3" & 4" Compound Meter Vault
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.43
2-1-05
Precast Drainage Structures
STORM
Illustrated:
1277 F/G
by Deeter Foundry
Plan View
7"
Rim & Cover
Brick Adjustment
Cone
36"
Riser(s)
Isometric View
12", 18", 24",
30", 36", 48"
Materials & Features
48" ø
CONCRETE: 4,000 PSI in 28 days.
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon request)
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with flexible plastic gasket per
AASHTO M-198B.
Base
* PREFORMED INVERTS AVAILABLE upon request.
* STRAIGHT BOTTOM AVAILABLE upon request.
Diameter
4
ft.
Wt./ Vert. Ft. 891 lbs.
6" Base Slab 2,002 lbs.
8" Base Slab 2,662 lbs.
12" Base Slab 4,004 lbs.
Wall Thk.
5
in.
TITLE
48"ø Manhole w / Eccentric Cone
24", 30",
36", 48"
6"
6", 8" & 12"
5"
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.44
2-1-05
Precast Drainage Structures
STORM
Illustrated:
1277 F/G
by Deeter Foundry
Plan View
7"
Rim & Cover
Brick Adjustment
30"
Cone
Riser(s)
Isometric View
12", 18", 24"
30", 36", 48"
48" ø
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon request)
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with flexible plastic gasket per
AASHTO M-198B.
24", 30"
36", 48"
Base
* PREFORMED INVERTS AVAILABLE upon request.
6"
* STRAIGHT BOTTOM AVAILABLE upon request.
Diameter
4
ft.
Wt./ Vert. Ft. 891 lbs.
6" Base Slab 2,002 lbs.
8" Base Slab 2,662 lbs.
12" Base Slab 4,004 lbs.
Wall Thk.
5
in.
TITLE
48"ø Manhole w / Concentric Cone
6", 8" & 12"
5"
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.45
2-1-05
Precast Drainage Structures
STORM
Illustrated:
1277 F/G
by Deeter Foundry
Plan View
7"
Rim & Cover
Brick Adjustment
6", 8" & 12"
Riser(s)
Isometric View
12", 18", 24",
30", 36", 48"
48" ø
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon request)
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO HS 20-44 Loading.
24", 30",
36", 48"
PRECAST MANHOLES to meet ASTM C478.
Base
JOINT TO BE SEALED with flexible plastic gasket per
AASHTO M-198B.
*PREFORMED INVERTS AVAILABLE upon request.
6"
* STRAIGHT BOTTOM AVAILABLE upon request.
Diameter
4
ft.
Wt./ Vert. Ft. 891 lbs.
6" Base Slab 2,002 lbs.
8" Base Slab 2,662 lbs.
12" Base Slab 4,004 lbs.
Wall Thk.
5
in.
TITLE
48"ø Manhole w / Flattop
6", 8" & 12"
6"
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.46
2-1-05
Precast Drainage Structures - General
FL. Out = "B"
0º
Block Out
4' - 0" ø
FL. In(3) = "E"
270º
"F"
FL. In(1) = "C"
90º
18"
Curb Line
180º
FL. In(2) = "D"
Plan View
Isometric View
Contractor to Pour Top in Field
Block Out
9"
Top Elev. = "A"
12"
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
WEIGHTS:
2.0' :
4,132 Lbs.
2.5' :
4,540 Lbs.
3.0' :
4,940 Lbs.
4.0' :
5,350 Lbs.
2.0', 2.5',
3.0' or 4.0'
Base
4' - 0"
Varies
Varies (6" Min.)
Notes:
Section View
"A" = Top Elevation
"B" = FL Out Elevation
"C" = FL In(1) Elevation
"D" = FL In(2) Elevation
"E" = FL In(3) Elevation
"F" = Location of mid point of blockout,
-No ScaleAll dimensions subject to allowable
specification tolerances.
measured in degrees from FL Out ("B")
TITLE
48" ø Manhole, Type "MO"
Curb Inlet Base
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.47
2-1-05
Precast Drainage Structures
7"
Rim & Cover
Brick Adjustment
STORM
12"
Riser(s)
Plan View
Illustrated:
1277 R/C
By Deeter Foundry
12", 18", 24",
30", 36", 48"
A
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon request)
* Varies
Base
6", 8" & 12"
B
Section
Isometric View
Basic Dimensions
Diameter
A
(in.)
Wall Thick
B
(in.)
Weight/
Vert. Ft.
(lbs./ft.)
Base
*Heights
(in.)
6" Base
Slab
(lbs.)
8" Base
Slab
(lbs.)
12" Base
Slab
(lbs.)
60
72
84
96
120
6
7
8
9
12
1,296
1,810
2,409
3,093
4,725
48,60,72
48,60,72
48,60,72, 84, 96
72, 96
36, 48, 60
2,121
n/a
n/a
n/a
n/a
2,827
4,034
n/a
n/a
n/a
3.519
5,040
7,700
10,200
16,000
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with flexible plastic gasket per
AASHTO M-198B.
TITLE
60"ø - 120"ø Manhole w / Flattop
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.48
2-1-05
Precast Drainage Structures
7"
Rim & Cover
Illustrated:
1277 R/C
By Deeter Foundry
Brick Adjustment
36"
Cone
STORM
Riser(s)
12", 18", 24",
30", 36", 48"
Plan View
48" ø
Reducing
Slab
8", 12", 18",
(Varies)
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon request)
* Varies
Base
A
B
Section
6", 8" & 12"
Basic Dimensions
Isometric View
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO
HS 20-44 Loading.
PRECAST MANHOLES to meet
ASTM C478.
Dia.
A
(in.)
Wall
Thk - B
(in.)
Weight/
Vert. Ft.
(lbs./ft.)
Base
*Heights
(in.)
6" Base
Slab
(lbs.)
8" Base
Slab
(lbs.)
12" Base
Slab
(lbs.)
60
72
6
7
1,296
1,810
48,60,72
48,60,72
2,121
n/a
2,827
4,034
3.519
5,040
84
96
8
9
2,409
3,093
48,60,72, 84, 96
72, 96
n/a
n/a
n/a
n/a
7,700
10,200
120
12
4,725
36, 48, 60
n/a
n/a
16,000
JOINT TO BE SEALED with flexible
-No ScaleAll dimensions subject to allowable
specification tolerances.
plastic gasket per AASHTO M-198B.
TITLE
60"ø - 120"ø Manhole
w / Transition to 48"ø Manhole
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.49
2-1-05
60" Manhole Risers
72" Manhole Risers
84" Manhole Risers
96" Manhole Risers
120"Manhole Risers
Approx.
Approx.
Approx.
Approx.
Approx.
Weight
Weight
Weight
Weight
Weight
Height
(Lbs./Unit)
Height
(Lbs./Unit)
Height
(Lbs./Unit
Height
(Lbs./Unit
Height
12"
1,552
12"
2,110
24"
5,614
24"
6,200
24"
9,450
24"
3,104
24"
4,220
36"
8,421
36"
9,300
36"
14,175
36"
4,656
36"
6,330
48"
11,228
48"
12,400
48"
18,900
48"
6,208
48"
8,440
60"
14,035
60"
15,500
60"
23,625
60"
7,760
60"
10,550
72"
16,842
72"
18,600
72"
9,312
72"
12,660
84"
19,649
84"
21,700
96"
22,456
96"
24,800
60" Manhole Base Sections
72" Manhole Base Sections
(With Inverts & 6" Ext. Bases)
Height
(Without Inverts)
84" Manhole Base Sections
(Without Inverts)
96" MH Base Sections
(Without Inverts)
(Lbs./Unit
120" MH Base Sections
(Without Inverts)
Approx.
Approx.
Approx.
Approx.
Approx.
Weight
Weight
Weight
Weight
Weight
(Lbs./Unit)
Height
(Lbs./Unit)
Height
(Lbs./Unit
Height
(Lbs./Unit
Height
(Lbs./Unit
48"
7,180
48"
9,854
48"
12,887
72"
25,700
36"
25,700
60"
8,732
60"
11,964
60"
15,684
96"
31,900
48"
35,400
72"
10,284
72"
14,074
72"
18,491
60"
40,200
84"
21,298
96"
24,105
60" x 48" Transition Slabs 72" x 48" Transition Slabs
Height
96" x 48" Transition Slabs
120" x 48" Transition Slabs
Approx.
Approx.
Approx.
Approx.
Approx.
Weight
Weight
Weight
Weight
Weight
(Lbs./Unit)
8"
1,572
12"
2,355
18"
2,760
Height
(Lbs./Unit)
Height
(Lbs./Unit
Height
12"
4,098
12"
6,758
12"
60" Flat Slab Tops (Stoppers) 72" Flat Slab Tops (Stoppers)
Approx.
(Lbs./Unit)
84" Flat Slab Tops (Stoppers)
Approx.
Weight
Height
84" x 48" Transition Slabs
8,800
96" Flat Slab Tops (Stoppers)
Approx.
Weight
(Lbs./Unit
Height
(Lbs./Unit
12"
14,600
120" Flat Slab Tops (Stoppers)
Approx.
Weight
Approx.
Weight
Weight
Height
(Lbs./Unit)
Height
(Lbs./Unit
Height
(Lbs./Unit
Height
(Lbs./Unit
12"
7,700
12"
10,200
12"
16,000
8"
2,358
8"
3,376
12"
3,519
12"
5,040
TITLE
Manhole Component Weights
PLANT
.
STATE
SECTION PAGE
DATE
AR
10.50
2-1-05
Precast Manholes
Frame & Cover
(By Others as Req'd.)
Adjustment Ring(s)
Ecc. Cone
Conc. Cone
Eccentric
Flat Slab Top
Concentric
Flat Slab Top
Riser(s)
48"
Base Section
Transition Cone
Transition Slab
Large Diameter
Base Section
MH Tee
Note:
● Manhole steps are available as required.
● Inverts and resilient connectors furnished as required.
● Conforms to current ASTM C-478 specification for
reinforced concrete manhole sections.
TITLE
Precast Manhole Assembly Diagram
PLANT
-No ScaleAll dimensions subject to allowable
specification tolerances.
.
STATE
SECTION PAGE
DATE
AR
11.1
2-1-05
Precast Drainage Structures
STORM
Illustrated:
1277 F/G
by Deeter Foundry
Plan View
7"
Rim & Cover
Brick Adjustment
30"
Cone
Riser(s)
Isometric View
12", 18", 24"
30", 36", 48"
48" ø
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon Request)
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with flexible plastic gasket per
AASHTO M-198B.
24", 30"
36", 48"
Base
* PREFORMED INVERTS AVAILABLE upon request.
6"
* STRAIGHT BOTTOM AVAILABLE upon request.
Diameter
4
ft.
Wt./ Vert. Ft. 891 lbs.
6" Base Slab 2,002 lbs.
8" Base Slab 2,662 lbs.
12" Base Slab 4,004 lbs.
Wall Thk.
5
in.
TITLE
48"ø Manhole w / Concentric Cone
6", 8" & 12"
5"
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
11.2
2-1-05
Precast Drainage Structures
Illustrated:
1277 F/G
by Deeter Foundry
SEWER
5"
Plan View
7"
5"
24"
5"
Rim & Cover
Brick Adjustment
24" ø
2", 3" & 4"
Adjusting Rings
36"
Cone
Isometric View
Riser(s)
12", 18", 24",
30", 36", 48"
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO HS 20-44 Loading.
48" ø
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with rubber gasket per ASTM C-443.
Base
* EXTERIOR COATING AVAILABLE upon request.
(Bituminous Paint.)
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon Request)
* FLEXIBLE CONNECTORS AVAILABLE upon request.
(Flexible connectors "Boots" per ASTM C923.)
* PREFORMED INVERTS AVAILABLE upon request.
6"
* STRAIGHT BOTTOM AVAILABLE upon request.
Diameter
4
ft.
Wt./ Vert. Ft. 891 lbs.
6" Base Slab 2,002 lbs.
8" Base Slab 2,662 lbs.
12" Base Slab 4,004 lbs.
Wall Thk.
5
in.
TITLE
48"ø Manhole w / Eccentric Cone
24", 30",
36", 48"
6", 8" & 12"
5"
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
11.3
2-1-05
Precast Drainage Structures
Illustrated:
1277 F/G
by Deeter Foundry
SEWER
5"
Plan View
5"
24"
7"
5"
Rim & Cover
Brick Adjustment
2", 3" & 4"
24" ø
Adjusting Rings
Cone
36"
Riser(s)
Isometric View
Varies
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
48" ø
REINFORCING to meet AASHTO HS 20-44 Loading.
Base
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with rubber gasket per ASTM C-443.
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon Request)
* EXTERIOR COATING AVAILABLE upon request.
(Bituminous Paint.)
* FLEXIBLE CONNECTORS AVAILABLE upon request.
(Flexible connectors "Boots" per ASTM C923.)
* PREFORMED INVERTS AVAILABLE upon request.
5"
Diameter
4
ft.
Wt./ Vert. Ft. 891 lbs.
6" Base Slab 2,002 lbs.
8" Base Slab 2,662 lbs.
12" Base Slab 4,004 lbs.
Wall Thk.
5
in.
TITLE
48"ø Doghouse Manhole
w / Eccentric Cone
Varies
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
STATE
AR
.
SECTION PAGE
11.4
DATE
2-1-05
Precast Drainage Structures
SEWER
Illustrated:
1277 F/G
by Deeter Foundry
Plan View
7"
Rim & Cover
Brick Adjustment
6", 8" & 12"
Isometric View
Riser(s)
12", 18", 24",
30", 36", 48"
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
48" ø
JOINT TO BE SEALED with rubber gasket per ASTM C-443.
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon Request)
* EXTERIOR COATING AVAILABLE upon request.
(Bituminous Paint.)
* FLEXIBLE CONNECTORS AVAILABLE upon request.
(Flexible connectors "Boots" per ASTM C923.)
* PREFORMED INVERTS AVAILABLE upon request.
24", 30",
36", 48"
Base
* STRAIGHT BOTTOM AVAILABLE upon request.
6"
Diameter
Wt./ Vert. Ft.
6" Base Slab
8" Base Slab
12" Base Slab
Wall Thk.
8" Flat Top
12" Flat Top
4
891
2,002
2,662
4,004
5
1,990
2,943
ft.
lbs.
lbs.
lbs.
lbs.
in.
lbs.
lbs.
TITLE
48"ø Manhole w / Flattop
6", 8" & 12"
5"
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
11.5
2-1-05
Precast Drainage Structures
Illustrated:
1277 F/G
by Deeter Foundry
SEWER
Plan View
7"
Rim & Cover
Brick Adjustment
9"
Riser(s)
Isometric View
16", 32", 48"
60" ø
Materials & Features
Base
CONCRETE: 4,000 PSI in 28 days.
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon request)
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with rubber gasket per ASTM C-443.
Varies
* EXTERIOR COATING AVAILABLE upon request.
(Bituminous Paint.)
6"
* FLEXIBLE CONNECTORS AVAILABLE upon request.
(Flexible connectors "Boots" per ASTM C923.)
* PREFORMED INVERTS AVAILABLE upon request.
Diameter
Wt./ Vert. Ft.
6" Base Slab
8" Base Slab
Flattop
Wall Thk.
5
1,296
1,810
2,409
3,093
6
ft.
lbs.
lbs.
lbs.
lbs.
in.
TITLE
60" ø Saddle Manhole with Topslab
Section View
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
11.6
2-1-05
Precast Drainage Structures
7"
Rim & Cover
Brick Adjustment
12"
SEWER
Riser(s)
Plan View
12", 18", 24",
30", 36", 48"
Illustrated:
1277 R/C
By Deeter Foundry
A
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon Request)
* Varies
Base
6", 8" & 12"
B
Section
Basic Dimensions
Isometric View
Materials & Features
Dia.
A
(in.)
Wall
Thk - B
(in.)
Weight/
Vert. Ft.
(lbs./ft.)
Base
*Heights
(in.)
6" Base
Slab
(lbs.)
60
6
1,296
48,60,72
2,121
2,827
3.519
72
84
96
120
7
8
9
12
1,810
2,409
3,093
4,725
48,60,72
48,60,72, 84, 96
72, 96
36, 48, 60
n/a
n/a
n/a
n/a
4,034
n/a
n/a
n/a
5,040
7,700
10,200
16,000
8" Base
Slab
(lbs.)
12" Base
Slab
(lbs.)
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
JOINT TO BE SEALED with rubber gasket per ASTM C-443.
EXTERIOR COATING AVAILABLE upon request.
(Bituminous Paint)
FLEXIBLE CONNECTORS AVAILABLE upon request.
(Flexible connectors "Boots" per ASTM C923.)
-No ScaleAll dimensions subject to allowable
specification tolerances.
PREFORMED INVERTS AVAILABLE upon request.
TITLE
60"ø - 120"ø Manhole w / Flattop
PLANT
.
STATE
SECTION PAGE
DATE
AR
11.7
2-1-05
Precast Drainage Structures
7"
Rim & Cover
Brick Adjustment
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
REINFORCING to meet AASHTO HS 20-44 Loading.
PRECAST MANHOLES to meet ASTM C478.
36"
Cone
JOINT TO BE SEALED with rubber gasket per ASTM C-443.
EXTERIOR COATING AVAILABLE upon request.
FLEXIBLE CONNECTORS AVAILABLE upon request.
(Flexible connectors "Boots" per ASTM C923.)
Riser(s)
PREFORMED INVERTS AVAILABLE upon request.
12", 18", 24",
30", 36", 48"
Illustrated:
1277 R/C
By Deeter Foundry
48" ø
Reducing
Slab
SEWER
8", 12", 18",
(Varies)
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon request)
Plan View
Base
* Varies
A
B
Section
6", 8"
Basic Dimensions
Dia.
A
(in.)
Wall
Thk - B
(in.)
Weight/
Vert. Ft.
(lbs./ft.)
60
72
84
96
120
6
7
8
9
12
1,296
1,810
2,409
3,093
4,725
Base
*Heights
6" Base
Slab
(lbs.)
8" Base
Slab
(lbs.)
12" Base
Slab
(lbs.)
48,60,72
2,121
48,60,72
n/a
48,60,72, 84, 96
n/a
72, 96
n/a
36, 48, 60
n/a
2,827
4,034
n/a
n/a
n/a
3.519
5,040
7,700
10,200
16,000
(in.)
-No ScaleAll dimensions subject to allowable
specification tolerances.
Isometric View
TITLE
60"ø - 120"ø Manhole
w / Transition to 48"ø Manhole
PLANT
STATE
AR
.
SECTION PAGE
11.8
DATE
2-1-05
Precast Drainage Structures
Materials & Features
CONCRETE: 4,000 PSI in 28 days.
7"
REINFORCING to meet AASHTO HS 20-44 Loading.
Rim & Cover
PRECAST MANHOLES to meet ASTM C478.
Brick Adjustment
JOINT TO BE SEALED with rubber gasket per ASTM C-443.
12"
27" ø
EXTERIOR COATING AVAILABLE upon request.
FLEXIBLE CONNECTORS AVAILABLE upon request.
(Flexible connectors "Boots" per ASTM C923.)
PREFORMED INVERTS AVAILABLE upon request.
Riser(s)
12", 18", 24"
30", 36", 48"
Illustrated:
1277 R/C
By Deeter Foundry
48" ø
Reducing
Slab
SEWER
8", 12", 18"
(Varies)
Copoly. Polypro.
Coated Steel
Steps @ 16" O.C.
(Upon Request)
Plan View
Base
* Varies
A
B
Section
6", 8" & 12"
Basic Dimensions
Dia.
A
(in.)
Wall
Thk - B
(in.)
Weight/
Vert. Ft.
(lbs./ft.)
60
72
84
96
120
6
7
8
9
12
1,296
1,810
2,409
3,093
4,725
Base
*Heights
6" Base
Slab
(lbs.)
8" Base
Slab
(lbs.)
12" Base
Slab
(lbs.)
48,60,72
2,121
48,60,72
n/a
48,60,72, 84, 96
n/a
72, 96
n/a
36, 48, 60
n/a
2,827
4,034
n/a
n/a
n/a
3.519
5,040
7,700
10,200
16,000
(in.)
-No ScaleAll dimensions subject to allowable
specification tolerances.
Isometric View
TITLE
60"ø - 120"ø Manhole w / Transition
to 48"ø Manhole w / Flattop
PLANT
.
STATE
SECTION PAGE
DATE
AR
11.9
2-1-05
Precast Sanitary Structures
Hatch Cast in as Specified
Varies
C
F
E
A
B
D
G
Product Dimensions
A
B
C
D
E
F
G
4'-0" Dia.
5"
8" - 12"
*
ASTM C-478
#4 @6" O.C.E.W.
#4 @12" O.C.E.W.
5'-0" Dia.
6"
8" - 12"
*
ASTM C-478
#5 @6" O.C.E.W.
#5 @12" O.C.E.W.
6'-0" Dia.
7"
8" - 12"
*
ASTM C-478
#5 @6" O.C.E.W.
#5 @6" O.C.E.W.
8'-0" Dia.
9"
10" - 12"
*
ASTM C-478
#6 @6" O.C.E.W.
#5 @6" O.C.E.W.
10'-0" Dia.
12"
10" - 12"
*
ASTM C-478
#6 @6" O.C.E.W.
#5 @6" O.C.E.W.
12'-0" Dia.
12"
10" - 12"
**
ASTM C-478
#6 @6" O.C.E.W.
#5 @6" O.C.E.W.
NOTE:
* "D" dimension and extension on the base slab will be as specified by the engineer.
** 12' - 0" diameter non-extended to comply with highway hauling limits of 14' - 0" O.D.
-No ScaleAll dimensions subject to allowable
specification tolerances.
(A). Hatches as specified by Engineer.
TITLE
Typical Wetwells - Various Diameters
PLANT
.
STATE
SECTION PAGE
DATE
AR
11.10
2-1-05
Precast Sewer Structures
5' - 0"
9' - 0"
2 - 18" Openings
or Cast-in Ring
7"
5' - 0"
9' - 0"
6' - 0"
2' - 1"
2" PVC Vent Coupling
7"
6' - 7"
12"
4" PVC Coupling
(Typ. 2 places)
4" PVC Coupling
(Typ. 2 places)
1' - 4"
6"
9' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT: 16,000 lbs. w/Lid
GREASE CAPACITY: 750 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
Can be fabricated with 6" PVC couplings on request.
TITLE
1,000 Gallon Grease Trap
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.1
2-1-05
Precast Sewer Structures
7' - 0"
13' - 0"
2 - 18" Openings
or Cast-in Ring
8"
7' - 0"
13' - 0"
4' - 8"
1' - 6"
8"
3' - 10"
5' - 4"
2" PVC Vent Coupling
6" PVC Coupling
(Typ. 2 places)
12"
1' - 4"
6" PVC Coupling
(Typ. 2 places)
8"
13' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT: 29,600 lbs. w/Lid
GREASE CAPACITY: 1,000 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
NECK EXTENSIONS AVAILABLE in 2", 3" or 4".
TITLE
1,500 Gallon Grease Trap
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.2
2-1-05
Precast Sewer Structures
7' - 0"
13' - 0"
2 - 18" Openings
or Cast-in Ring
8"
7' - 0"
13' - 0"
5' - 8"
1' - 6"
8"
4' - 10"
6' - 4"
2" PVC Vent Coupling
6" PVC Coupling
(Typ. 2 places)
12"
1' - 4"
6" PVC Coupling
(Typ. 2 places)
8"
13' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT: 32,450 lbs. w/Lid
GREASE CAPACITY: 1,250 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
NECK EXTENSIONS AVAILABLE in 2", 3" or 4".
TITLE
2,000 Gallon Grease Trap
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.3
2-1-05
Precast Sewer Structures
8' - 0"
13' - 0"
Varies
7' - 0"
12' - 0"
6"
Varies
6"
H
18"
Optional:
24" Dia. Holes or
Cast-in Rings & Covers
3" Vent
(Typ. 2 places)
6" Sch 40 PVC Outlet
7"
6"
Monolithic Baffle
6" Sch 40 PVC Outlet
6" PVC Coupling
(Typ. 2 places)
1' - 4"
7"
13' - 0"
Basic Dimensions
Total
Capacity
(Gal.)
Greese
Capacity
(Gal.)
Height
H
(Ft. - in.)
Empty
Weight
(Lbs.)
3,000
4,000
5,000
2,250
3,000
3,750
7' - 0"
9' - 1"
9' - 10"
30,000
33,000
36,000
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
NECK EXTENSIONS AVAILABLE in 2", 3" or 4".
TITLE
3,000 - 5,000 Gallon Grease Traps
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.4
2-1-05
Precast Sewer Structures
5' - 0"
9' - 0"
24" x 24" Frame & Grate
7"
18" Opening & Cast-in Ring
5' - 0"
9' - 0"
6' - 0"
2' - 1"
2" PVC Vent Coupling
7"
6' - 7"
4" PVC Coupling
(Typ. 4 places)
4" PVC Coupling
(Typ. 4 places)
1' - 4"
6"
9' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT: 16,000 lbs. w/Lid
-No ScaleAll dimensions subject to allowable
specification tolerances.
Can be fabricated with 6" PVC couplings on request.
TITLE
1,150 Gallon Sand / Oil Interceptor
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.5
2-1-05
Precast Sewer Structures
7' - 0"
13' - 0"
24" x 24" Frame & Grate
8"
18" Opening & Cast-in Ring
7' - 0"
13' - 0"
4' - 8"
8"
3' - 10"
5' - 4"
1' - 6"
2" PVC Vent Coupling
6" PVC Coupling
(Typ. 4 places)
6" PVC Coupling
(Typ. 4 places)
1' - 4"
8"
13' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT: 29,600 lbs. w/Lid
-No ScaleAll dimensions subject to allowable
specification tolerances.
NECK EXTENSIONS AVAILABLE in 2", 3" or 4".
TITLE
1,500 Gallon Sand / Oil Interceptor
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.6
2-1-05
Precast Sewer Structures
7' - 0"
13' - 0"
24" x 24" Frame & Grate
8"
18" Opening & Cast-in Ring
7' - 0"
13' - 0"
5' - 8"
8"
4' - 10"
6' - 4"
1' - 6"
2" PVC Vent Coupling
6" PVC Coupling
(Typ. 4 places)
6" PVC Coupling
(Typ. 4 places)
1' - 4"
8"
13' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
WEIGHT: 32,450 lbs. w/Lid
-No ScaleAll dimensions subject to allowable
specification tolerances.
NECK EXTENSIONS AVAILABLE in 2", 3" or 4".
TITLE
2,000 Gallon Sand / Oil Interceptor
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.7
2-1-05
Precast Sewer Structures
8' - 0"
13' - 0"
Varies
7' - 0"
12' - 0"
6"
Varies
6"
H
18"
Optional:
24" Dia. Holes or
Cast-in Rings & Covers
7"
3" Vent
(Typ. 2 places)
6"
6" Sch 40 PVC Outlet
Monolithic Baffle
6" Sch 40 PVC Outlet
6" PVC Coupling
(Typ. 2 places)
1' - 4"
7"
40%
60%
13' - 0"
Basic Dimensions
Total
Capacity
(Gal.)
Height
H
(Ft. - in.)
Empty
Weight
(Lbs.)
3,000
4,000
5,000
7' - 0"
9' - 1"
9' - 10"
30,000
33,000
36,000
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
MEETS ASTM C-858 & ASTM C-913 AASHTO live load requirements.
CI CASTINGS: per ASTM A-46 Class 30/35
NECK EXTENSIONS AVAILABLE in 2", 3" or 4".
TITLE
3,000 - 5,000 Gallon
Sand / Oil Interceptors
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.8
2-1-05
Precast Drainage Structures
24"
4 1/2"
15"
4 1/2"
3"
14 1/2"
4"
4" PCV Oulet at Floor Level
4" PCV Inlet, 4" Above Floor
Tongue And Groove Joint
to Accept 15" RCP
Materials & Features
CONCRETE: 4,500 PSI
REINFORCING: per ASTM A-615 or A-185
H-20 LOADING
WEIGHT = 300 Lbs.
-No ScaleAll dimensions subject to allowable
specification tolerances.
TITLE
15" Grease Trap
PLANT
.
STATE
SECTION PAGE
DATE
AR
12.9
2-1-05
Precast Electric Structures
4"
4' - 0"
4' - 8"
4"
4' - 0"
4"
4"
4' - 8"
6"
6"
6"
3' - 6"
6"
10"
6"
24"
6"
12"
10"
Lift Anchor
(Typ)
6"
Ring & Grate
per Customer
Specs.
3' - 6"
6" K.O.
(Typ. 8 places)
8" Sump
1" Hole for Ground Rod
(4-each)
6" x 20" K.O.
(Typ. 8 places)
12"
Materials & Features
4' - 8"
4' - 8"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
BASE WEIGHT:
..................... 1,905 Lbs.
MIDDLE WEIGHT:
..................... 2,830 Lbs.
SLAB TOP WEIGHT:
..................... 1,632 Lbs.
BUTYL GASKET FOR WATERTIGHT JOINTS
-No ScaleAll dimensions subject to allowable
specification tolerances.
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
4' x 4' Fiber Optic Manhole
PLANT
.
STATE
SECTION PAGE
DATE
AR
13.1
2-1-05
Precast Vaults
4"
3' - 10"
4' - 6"
4"
4"
5' - 4"
6' - 0"
4"
Top View
8"
Lift Anchor
(Typ)
1', 2' & 3' - 6"
5"
4"
3' - 10"
11"
4"
8"
Ring & Grate
per Customer
Specs.
1', 2' &
3' - 6"
Thinwall K.O.
per Customer
Specs.
End View
11"
Materials & Features
6' - 0"
4' - 6"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
SLAB TOP WEIGHT:
..................... 2,500 Lbs.
BASE WEIGHT:
..................... 2,200 Lbs..
RISER WEIGHT:
1' .................. 1,000 Lbs.
2' .................. 2,000 Lbs.
3' - 6" ........... 3,500 Lbs.
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
3' - 10" x 5' - 4" Manhole
PLANT
.
STATE
SECTION PAGE
DATE
AR
13.2
2-1-05
Precast Vaults
4"
3' - 10"
4' - 6"
4"
4"
5' - 4"
6' - 0"
4"
Top View
8"
Lift Anchor
(Typ)
1', 2' & 3' - 6"
5"
4"
3' - 10"
11"
4"
8"
Ring & Grate
per Customer
Specs.
1', 2' &
3' - 6"
Thinwall K.O.
per Customer
Specs.
End View
11"
6' - 0"
Materials & Features
4' - 6"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
SLAB TOP WEIGHT:
..................... 2,500 Lbs.
BASE WEIGHT:
..................... 2,200 Lbs..
RISER WEIGHT:
1' .................. 1,000 Lbs.
2' .................. 2,000 Lbs.
3' - 6" ........... 3,500 Lbs.
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
3' - 10" x 5' - 4" Manhole with Split Base
PLANT
.
STATE
SECTION PAGE
DATE
AR
13.3
2-1-05
Precast Vaults
6"
6' - 0"
7' - 0"
6"
12' - 0"
13' - 0"
6"
6"
Top View
Lift Anchor
(Typ)
8"
Varies to
5' - 0" I.D.
Thinwall K.O. per
Customer Specs.
(Typ 16 Places)
Varies to
5' - 0" I.D.
Varies to
5' - 0" I.D.
Ring & Grate
per Customer
Specs.
8"
6"
6' - 0"
6"
7' - 0"
Cable Racks
(Optional)
End View
Varies to
5' - 0" I.D.
Materials & Features
13' - 0"
CONCRETE: 5,000 PSI
7' - 0"
REINFORCING: per ASTM A-615 or A-185
BOTTOM WEIGHT:
3' .................. 15,400 Lbs.
4' .................. 18,200 Lbs.
5' .................. 21,100 Lbs.
TOP WEIGHT:
3' .................. 15,400 Lbs.
4' .................. 18,200 Lbs.
5' .................. 21,100 Lbs.
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
Manhole Splayed Duct
PLANT
STATE
AR
.
SECTION PAGE
13.4
DATE
2-1-05
Precast Vaults
4"
4' - 0"
4' - 8"
4"
4"
4' - 0"
4' - 8"
4"
Top View
6"
Lift Anchor
(Typ)
1', 2' & 3' - 6"
5"
4"
4' - 0"
12"
6"
Ring & Grate
per Customer
Specs.
1', 2' &
3' - 6"
4"
End View
Thinwall K.O.
per Customer
Specs.
Materials & Features
12"
4' - 8"
4' - 8"
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
SLAB TOP WEIGHT:
..................... 2,000 Lbs.
BASE WEIGHT:
..................... 2,100 Lbs..
RISER WEIGHT:
1' .................. 870 Lbs.
2' .................. 1,740 Lbs.
3' - 6" ........... 3,050 Lbs.
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
4' x 4' Intercept Manhole (4" Wall)
PLANT
.
STATE
SECTION PAGE
DATE
AR
13.5
2-1-05
Precast Vaults
6"
4' - 0"
5' - 0"
6"
6"
4' - 0"
5' - 0"
6"
Top View
6"
Lift Anchor
(Typ)
1', 2' & 3' - 6"
6"
6"
4' - 0"
12"
6"
Ring & Grate
per Customer
Specs.
1', 2' &
3' - 6"
6"
End View
Thinwall K.O.
per Customer
Specs.
12"
5' - 0"
5' - 0"
Materials & Features
CONCRETE: 5,000 PSI
REINFORCING: per ASTM A-615 or A-185
SLAB TOP WEIGHT:
..................... 2,000 Lbs.
BASE WEIGHT:
..................... 2,100 Lbs..
RISER WEIGHT:
1' .................. 1,400 Lbs.
2' .................. 2,700 Lbs.
3' - 6" ........... 4,800 Lbs.
Isometric View
-No ScaleAll dimensions subject to allowable
specification tolerances.
CAST-IN RING AS SPECIFIED BY CUSTOMER.
TITLE
4' x 4' Intercept Manhole (6" Wall)
PLANT
STATE
AR
.
SECTION PAGE
13.6
DATE
2-1-05
Engineering
Specifications Applicable to Concrete Pipe and Associated Precast Concrete Products
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
ASTM C14 /AASHTO M86 - Concrete Sewer, Storm Drain, and Culvert Pipe
ASTM C76 / AASHTO M170 - Reinforced Concrete Culvert, Storm Drain and Sewer Pipe
ASTM C361 - Reinforced Concrete Low Head Pressure Pipe
ASTM C443 - Joints for Circular Concrete Sewer and Culvert Pipe using Rubber Gaskets
ASTM C478 / AASHTO M199 - Precast Reinforced Concrete Manhole Sections
ASTM C497 - Test Methods for Concrete Pipe, Manhole Sections, or Tile
ASTM C507 - Reinforced Elliptical Concrete Culvert for Storm Drain and Sewer Drain.
ASTM C822 - Terminology Relating to Concrete Pipe and Related Products
ASTM C655 - Reinforced Concrete D-Load Culvert, Storm Drain, and Sewer Pipe
ASTM C1450 / AASHTO M259 - Precast Reinforced Concrete Box Sections for Culverts,
Storm Drains, and Sewers
ASTM C1450 / AASHTO M273 - Precast Reinforced Concrete Box Sections for Culverts,
Storm Drains, and Sewers with Less Than 2 Feet of Cover Subjected to Highway Loadings
ASTM C890 - Practice for Minimum Structural Design Loading for Monolithic or Sectional
Precast Concrete Water and Wastewater Structures
ASTM C913 - Precast Concrete Water and Wastewater Structures
ASTM C923 - Resilient Connectors Between Reinforced Concrete Manhole Structures
and Pipes
ASTM C924 - Practice for Testing Concrete Pipe Sewer Lines by Low-Pressure Air Test
Method
ASTM C969 - Practice for Infiltration and Exfiltration Acceptance Testing of Installed
Precast Concrete Pipe Sewer Lines
ASTM C990 - Specifications for Joints for Concrete Pipe, Manholes, and Precast Box
Sections Using Preformed Flexible Joint Sealants
ASTM C1103 - Practice for Joint Acceptance Testing of Installed Precast Concrete Pipe
Sewer Lines
ASTM C1131 - Practice for Least Cost (Life Cycle) Analysis of Concrete Culvert, Storm
Sewer, and Sanitary Sewer Systems
ASTM C1214 - Practice for Testing Concrete Pipe Sewerlines by Negative Air Pressure
(Vaccum) Method
ASTM C1244 - Test Method for Concrete Sewer Manholes by the Negative Air Pressure
(Vaccum) Test Method
ASTM C1417 - Specification for Manufacture of Reinforced Concrete Sewer, Storm Drain,
and Culvert Pipe for Direct Design
ASTM C1433 - Precast Reinforced Concrete Box Sections for Culverts, Storm Drains,
and Sewers
AASHTO M198 - Joints for Circular Concrete Sewer and Culvert Pipe Using Flexible
watertight Gaskets
AWWA C302 - Reinforced Concrete Pressure Pipe, Non-Cylinder Type for Water and
Other Liquids
U.S. Bureau of Reclamation - Standard Specifications for Reinforced Concrete Pressure Pipe
TITLE
Reference Specifications
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.1
2-1-05
Engineering
A-1 (Straight Pipe - Closed Joint)
Radius
B-1 (Radius Pipe - Closed Joint)
Maximum Pull
of Joint is 1/2 inch
per A.S.T.M. 443
A-2 (Straight Pipe + Pulled Joint)
Radius
B-2 (Radius Pipe + Pulled Joint)
Radius
Standard Radius Design Data
I.D.
Pipe
(Inches)
Joint
Lenght
(Feet)
A-2
Radius
(Feet)
B-1
Radius
(Feet)
B-2
Radius
(Feet)
12
15
18
6
6
8
200
235
375
130
130
175
85
90
125
21
24
27
8
8
8
430
490
540
175
175
175
130
130
135
30
33
36
8
8
8
600
650
710
175
175
175
140
140
145
39
42
45
8
8
8
770
825
870
175
175
175
145
150
150
48
51
54
8
8
8
940
990
1070
175
175
175
150
150
155
60
66
72
8
8
8
1180
1295
1405
175
175
175
155
160
160
78
84
90
8
8
8
1520
1630
1740
175
175
175
160
160
165
96
102
108
8
8
8
1855
1965
2080
175
175
175
165
165
165
114
120
8
8
2190
3005
175
175
165
165
-No ScaleAll dimensions subject to allowable
specification tolerances.
Note:
● For special radius design contact manufacturer.
TITLE
Gasketed Radius Pipe
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.2
2-1-05
Engineering
A-1 (Straight Pipe - Closed Joint)
B-1 (Radius Pipe - Closed Joint)
Radius
Maximum Pull
of Joint is Half of
Tongue Length
**
A-2 (Straight Pipe + Pulled Joint)
Radius
B-2 (Radius Pipe + Pulled Joint)
Radius
Standard Radius Design Data
I.D.
Pipe
(Inches)
Joint
Lenght
(Feet)
A-2
Radius
(Feet)
B-1
Radius
(Feet)
B-2
Radius
(Feet)
18
21
24
4
4
4
90
110
140
65
65
65
35
40
40
27
30
33
4
4
4
135
135
140
65
65
65
40
45
45
36
39
42
4
120
65
45
4
125
75
45
*
*
*
*
45
48
51
4
125
75
45
54
60
66
4
4
4
120
125
125
85
85
80
45
50
50
72
78
84
4
120
80
45
90
96
102
108
120
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
Tongue and Groove Radius Pipe
*
*
*
*
*
*
*
*
Note:
● - For special radius design contact manufacturer.
* - Dimensions vary; contact manufacturer.
** - Joint opening subject to local specifications.
TITLE
*
*
*
*
*
*
*
*
-No ScaleAll dimensions subject to allowable
specification tolerances.
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.3
2-1-05
Engineering
FULL FLOW CONSTANTS
for
Circular, Elliptical, Arch Pipes and Box Sections
Use of Tables
Substituting Different Products at Full Flow Conditions
Selection of pipe sizes for flows as determined by Manning's equation:
V = 1.486/n
●
R.66 S.5
●
Where; Q = A V
Substitute for V:
Q = A (1.486/n R.66 S.5)
Therefore: Q = K S.5
●
●
●
●
Example: Substitute a Box (or Boxes) for 2 - 30 inch Arch Pipes
K for 1 - 30 inch Arch Pipe = 368 (from table)
∴ K for 2 - 30 inch Arch Pipes = 736
K for equivalent Box Culvert; 4' x 2' Box = 743 (from table)
Therefore a single 4' x 2' Box Culvert (RCB) will substitute.
CMA - Corrugated Metal Arch - use n = 0.024 for 2 2/3 x 1/2 inch & 0.027 for 3 x 1 inch
CMP - Corrugated Metal Circular Pipe - use n = 0.024
RCA - Reinforced Concrete Arch - use n = 0.012
RCB - Reinforced Concrete Box Culvert - use n = 0.012
RCE - Reinforced Concrete Elliptical - use n = 0.012
RCP - Reinforced Concrete Circular Culvert - use n = 0.012
A = Cross sectional area
V = Velocity (fps)
Q = Flow (cuft/sec)
TITLE
Tables: Full Flow Constants
R = Hydraulic radius = area/inside permeter
S = Slope of line (feet/foot)
1 cu ft = 7.48 gallons
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.4
2-1-05
Engineering
Size / Type
Equivalent
Size
Area
Hydraulic
Radius
K
1.10
1.23
0.78
1.60
0.28
0.31
0.25
0.34
29
35
38
48
1.00
1.77
1.23
2.20
0.25
0.38
0.31
0.40
54
57
70
74
2.41
1.65
2.80
1.77
0.44
0.30
0.45
0.37
86
91
102
113
1.80
3.14
2.20
2.41
0.37
0.50
0.36
0.44
116
123
137
171
11 x 18
15
12
13 X 22
CMA
CMP
RCP
CMA
15
15
11 X 18
18
15
16 X 25
RCA
CMP
RCP
CMA
15
21
13 1/2 x 22
18 X 29
18
CMP
RCA
CMA
RCP
14 X 23
24
15 1/2 x 26
21
RCE
CMA
RCA
RCP
18
22 X 36
18 x 28 1/2
30
24
CMA
RCA
CMP
RCP
30
24
4.40
2.80
4.91
3.14
0.56
0.45
0.63
0.50
185
203
222
245
19 X 30
27 X 43
27
22 X 34
RCE
CMA
RCP
RCE
24
36
3.30
6.40
3.98
4.10
0.49
0.68
0.56
0.55
252
306
335
339
36
22 1/2 x 36 1/4
31 X 50
30
CMP
RCA
CMA
RCP
7.07
4.40
8.70
4.91
0.75
0.56
0.79
0.63
361
368
410
444
24 X 38
3X2
42
33
RCE
RCB
CMP
RCP
30
5.10
5.78
9.62
5.94
0.61
0.63
0.88
0.69
456
524
545
574
36 X 58
26 5/8 x 43 3/4
36
4X2
CMA
RCA
RCP
RCB
48
36
11.40
6.40
7.07
7.65
0.91
0.68
0.75
0.69
589
613
722
743
29 X 45
48
40 X 65
39
RCE
CMP
CMA
RCP
36
7.40
12.57
14.30
8.30
0.74
1.00
1.01
0.81
746
778
792
892
3X3
31 5/16 x 57 1/8
5X2
44 X 72
RCB
RCA
RCB
CMA
8.78
8.80
9.50
17.60
0.78
0.80
0.74
1.12
923
938
961
1045
TITLE
Tables: Full Flow Constants
18
21
18
24
21
27
30
42
54
42
60
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.5
2-1-05
Engineering
Size / Type
Equivalent
Size
54
42
6X2
34 X 53
CMP
RCP
RCB
RCE
45
36 x 58 1/2
4x3
49 X 79
RCP
RCA
RCB
CMA
60
7X2
48
38 X 60
CMP
RCB
RCP
RCE
8X2
54 X 85
5X3
40 X 65
RCB
CMA
RCB
RCA
66
51
4X4
54
CMP
RCP
RCB
RCP
43 X 68
6X3
63 X 87
72
RCE
RCB
CMA
CMP
45 X 73
67 X 95
7X3
5x4
RCA
CMA
RCB
RCB
60
78
48 X 76
8X3
RCP
CMP
RCE
RCB
91 X 103
6X4
84
5x5
CMA
RCB
CMP
RCB
66
53 X 83
54 X 88
10 X 3
RCP
RCE
RCA
RCB
7X4
90
72
6X5
RCB
CMP
RCP
RCB
TITLE
Tables: Full Flow Constants
Area
Hydraulic
Radius
K
15.90
9.62
11.32
10.20
1.13
0.88
0.77
0.88
1066
1090
1098
1156
66
11.04
11.40
11.65
21.30
0.94
0.90
0.90
1.23
1311
1315
1340
1345
48
19.63
13.11
12.57
12.90
1.25
0.80
1.00
0.97
1410
1422
1556
1565
15.11
25.30
14.50
14.30
0.82
1.34
0.98
1.01
1639
1692
1770
1783
23.76
14.19
15.65
15.90
1.38
1.06
1.04
1.13
1818
1828
1990
2131
16.60
17.32
31.00
28.27
1.11
1.04
1.52
1.50
2196
2200
2256
2293
17.70
35.00
20.11
19.50
1.13
1.59
1.09
1.16
2376
2624
2637
2660
19.63
33.18
20.50
23.11
1.25
1.63
1.23
1.13
2821
2840
2910
3106
40.00
23.32
38.48
24.50
1.70
1.25
1.75
1.30
3135
3350
3460
3620
23.76
24.80
25.60
28.61
1.38
1.35
1.35
1.19
3636
3753
3867
3978
27.11
44.18
28.27
29.32
1.33
1.88
1.50
1.42
4050
4167
4587
4590
42
48
72
54
54
78
60
84
60
90
66
72
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.6
2-1-05
Engineering
Size / Type
Equivalent
Size
Area
Hydraulic
Radius
K
72
29.50
31.11
50.27
34.87
1.48
1.39
2.00
1.65
4734
4790
4940
5503
34.11
33.18
34.60
34.60
1.52
1.63
1.57
1.60
5590
5679
5784
5856
58 X 91
8X4
96
9X4
RCE
RCB
CMP
RCB
7X5
78
62 X 102
63 X 98
RCB
RCP
RCA
RCE
6X6
10 X 4
8X5
108
RCB
RCB
RCB
CMP
35.32
38.61
39.11
63.62
1.56
1.60
1.60
2.25
5880
6216
6630
6764
84
11 X 4
9X5
68 X 106
RCP
RCB
RCB
RCE
84
38.48
42.32
43.88
40.10
1.75
1.52
1.67
1.72
6920
6930
7654
7140
7X6
12 X 4
114
72 X 115
RCB
RCB
CMP
RCA
90
41.11
46.00
70.88
44.50
1.68
1.55
2.38
1.77
7200
7633
7823
8056
90
8X6
72 X 113
10 X 15
RCP
RCB
RCE
RCB
44.18
47.11
46.10
48.61
1.88
1.78
1.85
1.73
8321
8575
8584
8690
7X7
120
11 X 5
77 1/4 x 122
RCB
CMP
RCB
RCA
48.11
78.54
53.32
51.70
1.82
2.50
1.79
1.92
8880
8959
9733
9872
96
9X6
77 x 121
8x7
RCP
RCB
REC
RCB
50.27
52.88
52.40
55.11
2.00
1.87
1.97
1.94
9878
9950
10190
10600
12 X 5
10 X 6
102
82 X 128
RCB
RCB
RCP
RCE
58.00
58.61
56.75
59.20
1.83
1.95
2.13
2.09
10754
11300
11620
11980
9X7
8X8
11 X 6
108
RCB
RCB
RCB
RCP
61.88
63.11
64.32
63.62
2.05
2.07
2.02
2.25
12350
12700
12730
13530
87 1/8 x 138
87 X 136
10 X 7
12 X 6
RCA
RCE
RCB
RCB
66.00
66.40
68.61
70.00
2.17
2.22
2.14
2.08
13690
13970
14100
14100
TITLE
Tables: Full Flow Constants
84
78
90
96
96
102
108
108
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.7
2-1-05
Engineering
Size / Type
Equivalent
Size
Area
Hydraulic
Radius
K
9x8
114
11 X 7
10 X 8
RCB
RCP
RCB
RCB
70.88
70.88
75.32
78.61
2.20
2.38
2.22
2.31
14800
15620
15900
17000
9X9
12 X 7
120
7
96 /8 x 154
RCB
RCB
RCP
RCA
79.88
82.00
78.54
81.80
2.33
2.30
2.50
2.42
17400
17689
17920
18312
97 X 151
11 X 8
10 X 9
12 X 8
RCE
RCB
RCB
RCB
82.00
86.32
88.61
94.00
2.46
2.41
2.46
2.50
18490
19200
20000
21400
11 X 9
10 X 10
132
12 X 9
RCB
RCB
RCP
RCB
97.32
98.61
95.03
106.00
2.57
2.59
2.75
2.67
22609
22894
23100
25268
11 X 10
144
12 X 10
11 X 11
RCB
RCP
RCB
RCB
108.32
113.10
118.00
119.32
2.72
3.00
2.83
2.85
26100
29132
29300
29700
12 X 11
12 X 12
15 X 15
RCB
RCB
RCB
130.00
142.00
223.00
2.98
3.11
3.87
33340
37500
68042
TITLE
Tables: Full Flow Constants
120
120
PLANT
STATE
AR
.
SECTION PAGE
14.8
DATE
2-1-05
Engineering
1,400
1,200
500
400
300
200
160
140
120
100
90
80
70
60
50
40
30
20
16
14
12
10
9
8
7
6
5
1,000
900
800
700
600
Discharge in Cu. Ft. per Second
n = 0.013
n = 0.012
n = 0.011
n = 0.010
0.005
0.006
0.007
0.008 1
0.009
0.010
0.012
0.014
0.016
0.03
ITY
0.04
0.05 2
0.06
0.07
0.08
0.09
0.10
VE
R
8
10
E
AV
96
54
0.20
84
ER
ET
AM 2
DI
7
66
3
60
0.12
0.14
0.16
E
AG
C
LO
48
42
0.30
36
4
27
24
21
6
15
2.00
5
7'/sec.
0.50
0.60
0.70
0.80
0.90
1.00
1.20
1.40
1.60
30
0.40
18
Slope of Hydraulic Grade Line in Feet per 100 Feet
0.02
8
9
10
3.00
12
4.00
14
16
20
18
24
22
26
28
32
30
TITLE
Round Pipe Discharge Curves
(Manning's Formula)
PLANT
.
STATE
SECTION PAGE
DATE
AR
14.9
2-1-05
1,400
1,200
Discharge in Cu. Ft. per Second (n = 0.010)
1,000
900
800
700
600
500
400
300
200
160
140
120
100
90
80
70
60
50
40
30
20
16
14
12
10
9
8
7
6
5
5.00
Engineering
1,400
1,200
500
400
300
200
160
140
120
100
90
80
70
60
50
40
30
20
16
14
12
10
9
8
7
6
5
n = 0.013
n = 0.012
n = 0.011
n = 0.010
0.005
0.006
0.007
0.008
0.009
0.010
1,000
900
800
700
600
Discharge in Cu. Ft. per Second
1
0.012
0.014
0.016
0.02
ITY
0.04
2
0.06
0.07
0.08
0.09
0.10
VE
71
R
E
AV
63
x1
02
8
x8
N
PA
4
x7
xS
45
5
22
8
x5
20
1
4
18
8
x2
6
x2
2
7'/sec.
1.20
1.40
1.60
6
x2
0.60
0.70
0.80
0.90
1.00
5
15
0.50
6
x3
0.40
x4
23
4
x6
36
x5
27
0.30
31
0.20
54
SE
RI
3
40
0.12
0.14
0.16
E
AG
C
LO
38
x1
87
22
x1
77
15
x1
0.05
13
Slope of Hydraulic Grade Line in Feet per 100 Feet
0.03
8
9
10
2.00
12
3.00
18
24
STATE
AR
.
SECTION PAGE
14.10
DATE
2-1-05
1,400
1,200
Arch Pipe Discharge Curves
(Manning's Formula)
PLANT
500
Discharge in Cu. Ft. per Second (n = 0.010)
TITLE
35
30
1,000
900
800
700
600
28
400
180
140
120
100
90
80
70
60
50
40
26
300
16
30
20
16
14
12
10
9
8
7
6
5
5.00
200
14
4.00