Basic Design Criteria for Precast Structures 1. Concrete ...

TITLE DATESECTION.PAGESTATEPLANT

LA 12-1-04

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.

01.2Basic Design Criteria


LA 12-1-04

Topic Section.Page

Plant and Office Locations .................................................................................1.1

Table of Contents ...................................................................................................... 2.0Index .......................................................................................................... 2.1 - 2.6

Reinforced Concrete Pipe ........................................................................................ 3.0REINFORCED CONCRETE PIPE - INFORMATION BROCHURE ............................ 3.n/a*Instructions for Joining Concrete Pipe Using Rubber Gaskets.......................... 3.1Single Offset Joint, 12" - 72", Saint Martinville .................................................. 3.2Circular Concrete Pipe, 12" - 48", New Orleans ................................................ 3.3Circular Concrete Pipe, 54" - 84", New Orleans ................................................ 3.4Single Offset Joint - Typical Bend ...................................................................... 3.5Single Offset Joint - Typical Concentric Tee ...................................................... 3.6Single Offset Joint - Typical Eccentric Tee......................................................... 3.7Single Offset Joint - Typical Concentric Wye ..................................................... 3.8Single Offset Joint - Typical Eccentric Wye ....................................................... 3.9Single Offset Joint - Pipe Reducers - Option 1 ................................................ 3.10Single Offset Joint - Pipe Reducers - Option 2 .................................................3.11Physical Properties of Concrete Arch Pipe - New Orleans .............................. 3.12Reinforced Concrete Arch Pipe, 15" - 72", Saint Martinville ............................ 3.13Precast Culvert End Sections for Reinforced Concrete Pipe .......................... 3.14Precast Culvert End Sections for Concrete Arch Pipe..................................... 3.15

Precast Box Culverts ................................................................................................ 4.0BOX CULVERT INFORMATION BROCHURE................................................................ 4.2Reinforced Concrete Precast Box Section - Basic Dimensions ................ 4.3 - 4.4Box Culverts Product Drawings ......................................................................... 4.5Box Culverts - Standard Box Dimensions ......................................................... 4.6Box Culverts - Bends ......................................................................................... 4.7Box Culvert Transition - Option 1 ....................................................................... 4.8Box Culvert Transition - Option 2 ....................................................................... 4.9

Index 2.1

* - Page not numbered but in sequence as shown.


LA 12-1-04

Topic Section.Page

*Removed* ....................................................................................................................5.0

Precast Bridge Units ....................................................................................................6.0PRECAST BRIDGE UNIT INFORMATION BROCHURE................................................... 6.n/a*Typical Precast Bridge Units .................................................................................6.1Crown Span Design Data Sheet ...........................................................................6.2Crown Span Design Data Sheet (Skewed) .......................................................... 6.3

Drainage (Catch Basins w/Frame & Grate) ...................................................... 7.0112" x 12" Catch Basin ...........................................................................................7.112" x 12" Catch Basin w/ Boot .............................................................................. 7.218" x 18" Catch Basin ...........................................................................................7.3

Index 2.2



LA 12-1-04Index 2.3

Topic Section.Page

Drainage (Catch Basins w/Frame & Grate) (con't.) ..................................... 7.0124" x 24" Catch Basin w/4" Wall ........................................................................ 7.424" x 24" Catch Basin w/6" Wall ........................................................................ 7.524" x 36" Catch Basin ........................................................................................ 7.624" x 48" Catch Basin ........................................................................................ 7.730" x 30" Catch Basin ........................................................................................ 7.836" x 36" Catch Basin ........................................................................................ 7.936" x 60" Catch Basin ........................................................................................ 7.1048" x 48" Catch Basin ........................................................................................ 7.1148" x 72" Catch Basin ........................................................................................ 7.1248" x 96" Catch Basin ........................................................................................ 7.1348" x 120" Catch Basin ...................................................................................... 7.1460" x 60" Catch Basin ........................................................................................ 7.1560" x 102" Catch Basin ...................................................................................... 7.1672" x 72" Catch Basin ........................................................................................ 7.1772" x 108" Catch Basin ...................................................................................... 7.1884" x 84" Catch Basin ........................................................................................ 7.1996" x 120" Catch Basin ...................................................................................... 7.20

Drainage (Curb / Gutter Inlet) ................................................................................... 7.0224" x 48" Curb / Gutter,Inlet, Type 1 .................................................................. 7.2124" x 36" Curb / Gutter,Inlet, Type 2 .................................................................. 7.2248" x 72" Curb / Gutter,Inlet, Type 3 .................................................................. 7.2348" x 96" Curb / Gutter,Inlet, Type 3 .................................................................. 7.23Typical Street Cross Section of Curb / Gutter,Inlet, Type 2 & Type 3 ................ 7.24

Drainage (Safety End Treatments, Type I) .............................................................. 7.034" Shoulder Drain .............................................................................................. 7.2515" Safety End 3 :1 ............................................................................................ 7.2615" Safety End 4 :1 ............................................................................................ 7.2715" Safety End 6 :1 ............................................................................................ 7.2818" Safety End 3 :1 ............................................................................................ 7.2918" Safety End 4 :1 ............................................................................................ 7.3018" Safety End 6 :1 ............................................................................................ 7.31


LA 12-1-04Index 2.4

Topic Section.Page

Drainage (Safety End Treatments, Type I) .............................................................. 7.0324" Safety End 3 :1 ............................................................................................ 7.3224" Safety End 4 :1 ............................................................................................ 7.3324" Safety End 6 :1 ............................................................................................ 7.3430" Safety End 3 :1 ............................................................................................ 7.3530" Safety End 4 :1 ............................................................................................ 7.3630" Safety End 6 :1 ............................................................................................ 7.3736" Safety End 3 :1 ............................................................................................ 7.3836" Safety End 4 :1 ............................................................................................ 7.3936" Safety End 6 :1 ............................................................................................ 7.40

Drainage (Safety End Treatments, Type II, Side Drain).......................................... 7.0430" Safety End 3 :1 ............................................................................................ 7.4130" Safety End 4 :1 ............................................................................................ 7.4230" Safety End 6 :1 ............................................................................................ 7.4336" Safety End 3 :1 ............................................................................................ 7.4436" Safety End 4 :1 ............................................................................................ 7.4536" Safety End 6 :1 ............................................................................................ 7.46

Drainage (Safety End Treatments, Type II, Cross Drain) ....................................... 7.0530" Safety End 3 :1 ............................................................................................ 7.4730" Safety End 4 :1 ............................................................................................ 7.4830" Safety End 6 :1 ............................................................................................ 7.4936" Safety End 3 :1 ............................................................................................ 7.5036" Safety End 4 :1 ............................................................................................ 7.5136" Safety End 6 :1 ............................................................................................ 7.52

Drainage (Head Walls) .............................................................................................. 7.0612", 15", 18", 21", 24", 27", 30" & 36" RCP Head Walls .................................... 7.53

Electrical .................................................................................................................... 8.0136" x 36" Pull Box .............................................................................................. 8.136" x 60" Pull Box w / cover ............................................................................... 8.236" x 60" Pull Box w / doors .............................................................................. 8.348" diameter Pull Box ........................................................................................ 8.448" x 48" Pull Box .............................................................................................. 8.548" x 72" Pull Box .............................................................................................. 8.6


LA 12-1-04Index 2.5

Topic Section.Page

Electrical .................................................................................................................... 8.0148" x 96" Pull Box .............................................................................................. 8.748" x 72" Electrical Manhole .............................................................................. 8.848" x 96" Electrical Manhole .............................................................................. 8.948" x 120" Electrical Manhole ............................................................................ 8.1060" x 60" Electrical Manhole .............................................................................. 8.1160" x 102" Electrical Manhole ............................................................................ 8.1272" x 72" Electrical Manhole .............................................................................. 8.1384" x 84" Electrical Manhole .............................................................................. 8.1472" x 108" Electrical Manhole ............................................................................ 8.1572" x 144" Type A Telephone Manhole .............................................................. 8.1696" x 120" Electrical Manhole ............................................................................ 8.17129" x 129" Octagonal Electrical Manhole ........................................................ 8.18

Sewer ......................................................................................................................... 9.01MANHOLE INFORMATION BROCHURE ....................................................................... 9.248" Standard Manhole w / Eccentric Cone ........................................................ 9.348" Standard Shallow Manhole w/Slab Top ....................................................... 9.460"....120" Pump Station & Valve Pit ................................................................. 9.5160 Gallon Standard Grease & Oil Interceptor .................................................. 9.6300 Gallon Standard Grease & Oil Interceptor .................................................. 9.7500 Gallon Standard Grease & Oil Interceptor .................................................. 9.8750 Gallon Standard Grease & Oil Interceptor .................................................. 9.91,000 Gallon Standard Grease & Oil Interceptor ............................................... 9.101,200 Gallon Standard Grease & Oil Interceptor ............................................... 9.111,260 Gallon Standard Grease & Oil Interceptor ............................................... 9.121,500 Gallon Standard Grease & Oil Interceptor ............................................... 9.131,513 Gallon Standard Grease & Oil Interceptor ............................................... 9.142,000 Gallon Standard Grease & Oil Interceptor ............................................... 9.152,500 Gallon Standard Grease & Oil Interceptor ............................................... 9.162,528 Gallon Standard Grease & Oil Interceptor ............................................... 9.173,030 Gallon Standard Grease & Oil Interceptor ............................................... 9.184,000 Gallon Standard Grease & Oil Interceptor ............................................... 9.19


LA 12-1-04

Topic Section.Page

Accessories ............................................................................................................10.01Lifting Devices ................................................................................................. 10.1Kor-n-Seal® Boot ......................................................................................... 10.n/a*Plastic Terminators .......................................................................................... 10.2Pull Iron ........................................................................................................... 10.3Manhole Step .................................................................................................. 10.4

Layout Sheets ........................................................................................................ 11.01Layout Sheet "Example" .................................................................................. 11.1Catch Basin Layout Sheet (Square) ................................................................ 11.2Catch Basin Layout Sheet (Square) w/o Top ................................................... 11.3Catch Basin Layout Sheet (Rectangular) ........................................................ 11.4Curb Inlet Layout Sheet (Rectangular) ............................................................ 11.5Curb Inlet Layout Sheet (Square) .................................................................... 11.6Layout Sheet (48" Manhole Extended Base) .................................................. 11.7Layout Sheet (48" Manhole Straight Base) ..................................................... 11.8

Engineering ............................................................................................................12.00Reference Specifications ................................................................................. 12.1ASTM C-76 & ASTM C655 Comparision ......................................................... 12.2Tables: Full Flow Constants................................................................... 12.3 - 12.7Round Pipe Discharge Curves (Manning Formula) ......................................... 12.8Arch Pipe Discharge Curves (Manning Formula) ............................................ 12.9Design Data - American Concrete Pipe Assn. - Technical Series ................ 12.n/a*

Miscellaneous ........................................................................................................13.00CDS Storm Water Pollution Brochure.......................................................... 13.n/a*HDPE Manhole Adjusting Ring by Ladtech® ........................................................... 13.n/a*

Index 2.6

Note:



LA 12-1-04Instructions for JoiningConcrete Pipe Using Rubber Gaskets

Reinforced Concrete Pipe

Throughly clean thespigot includinggasket recess.

Lubricate spigot,especially gasketrecess.

Lubricate the gasketbefore it is put in therecess.

Equalize stretch of gasketcompletely around thepipe as shown.

1

Approximate Lubrication Requirementsfor Joining Gasketed Pipe

I.D. Approximate GallonsPipe of Lubricating Compound

(Inches) per 100 Gaskets

12 to 15 518 to 24 727 to 33 10

36 to 42 1248 to 60 1566 to 72 18

78 to 84 2296 to 108 25

120 30

Note:● Above instructions apply only to gaskets in confined groove.● Lubricate bell only when using single offset gasket.

3.1

2 3 4

Throughly clean theinside surface of thebell and entry taper.

Lubricate bell, especiallythe entry taper on theouter edge of the bell.

Align the spigot andbell. Gasket should beflush with entire entrytaper before pushingthe pipe home.

Be sure the entire pipe andjoint are adequately supportedby proper bedding. Do notforce pipe to grade withbackhoe bucket or otherdevice.

5 6 7 8

Entry Taper

New O.&

St. MV.


LA 12-1-043.2

Note:● Contact local manufacturer for availability.● Conforms to current ASTM C-76 specification for

reinforced concrete pipe.

I.D. Laying Wall Pipe Aprox.Pipe Lenght Thickness Diameter Wt / Ft

(Inches) (Feet) (Inches) (Inches) (Pounds)

12 8 2 19 1/8 10115 8 2 1/4 23 1/8 15318 8 2 1/2 26 5/8 188

24 8 3 32 5/8 28330 8 3 1/2 39 1/2 40136 8 4 48 3/4 566

42 8 5 1/2 51 68948 8 5 58 87154 8 5 1/2 65 1,071

60 8 6 72 1,29672 8 7 86 1,810

Single Offset Joint, 12" - 72"St. Martinville

Basic Dimensions


-No Scale-All dimensions subject to allowablespecification tolerances.

St. MV.

I.D.

Wal

l

O.D

. Pip

e

Laying Length


LA 12-1-04Circular Concrete Pipe, 12" - 48"New Orleans 3.3


JOINT DETAIL

PIPE & JOINT DATA

Note:● All dimensions are nominal and within the permissible variations of ASTM.


L

30°

D

C

1° 3

0'

T

B

13/16"

E

7/8"

20°

2°6°

TA

1"

0.00

45"

ASTM C-14 (Classes 1 & 2), C-76 (Classes 2, 3 & 4)

I.D.

I.D. T A B C D E L Weight(in.) (in.) (in.) (in.) (in.) (in.) (in.) (ft.) (lbs./ft.)

12 2 1.293 2 1.641 3 5/8 5 8 105

15 2 1/4 1.543 2 1/4 1.891 3 5/8 5 8 145

18 2 1/2 1.730 2 1/2 2.079 3 5/8 5 8 175

21 2 3/4 1.971 2 5/8 2.319 3 7/8 6 8 250

24 3 1.221 2 3/4 2.569 3 7/8 6 1/2 8 310

27 3 1/4 2.404 2 7/8 2.753 4 6 1/2 8 375

30 3 1/2 2.654 3 1/8 3.003 4 7 8 410

36 4 3.092 3 5/8 3.440 4 7 1/2 8 575

42 4 1/2 3.684 4 1/8 4.097 4 5/8 8 8 770

48 5 4.185 4 1/2 4.602 4 3/4 8 1/2 8 990

NewOrleans


LA 12-1-04Circular Concrete Pipe, 54" - 84"New Orleans

3.4


JOINT DETAIL

PIPE & JOINT DATA

Note:● All dimensions are nominal and within the permissible variations of ASTM.● Reinforced concrete pipe conforms to current ASTM C-76 specification (Classes 2, 3, 4 & 5)● Rubber gaskets conform to ASTM C-443 specification.


L

C.D.

1° 5

0'

B S.E.

P

T.W.

B.W.I.D.

I.D. Wall(size) Thickness S.E. T.W. B P C.D. Length Weight(in.) (in.) (in.) (in.) (in.) (in.) (in.) (ft.) (lbs./ft.)

54 5.5 58.492 2.398 65 4.75 58.001 8 1,070

60 6.0 64.958 2.681 72 4.75 64.467 8 1,300

72 7.0 77.658 2.987 86 5.00 76.932 8 1,850

84 8.0 91.316 3.692 100 5.625 90.454 8 2,400

NewOrleans


LA 12-1-04New O.

&St. MV.


3.5Single Offset Joint - Typical Bend

Note:● Up to 60" RCP standard bend angles are 15°, 30°, 45° & 90°.

Contact manufacturer above 60".● Other angles are available upon request.


Outside Diameter (at Bell)

Inside Diameter

12" M

in.

Typ.S

pigo

t L.L

.

Bell L.

L.

∆°

12" M

in. Typ

.

Plan View


LA 12-1-04Single Offset JointTypical Concentric Tee


Section A-A

Plan View

"A" "A"

12" Preferred Min.

I.D.

Wall

3.6


Sta

ndar

d Jo

int L

engt

h

C BranchBranch L.L.

Bel

l L.L

.S

pigo

t L.L

.

New O.&

St. MV.


LA 12-1-04Single Offset JointTypical Eccentric Tee


Plan View

"A"

Section A-A

I.D.

Wall

As

Req

'd.

Sta

ndar

d Jo

int L

engt

h

C BranchBranch L.L.

Bel

l L.L

.S

pigo

t L.L

.

Note:● Tops even shown; other configurations available as required.

3.7

"A"

12" Preferred Min.


New O.&

St. MV.


LA 12-1-04



Single Offset JointTypical Concentric Wye

3.8

Approximate Section

Plan View

∆°

12" Typ.

I.D.

Wall

Branch L.L.

Sta

ndar

d Jo

int L

engt

h

Bel

l L.L

.S

pigo

t L.L

.

C Branch

New O.&

St. MV.


LA 12-1-04

Note:● Tops even shown; other configurations available as required.

Approximate Section

Plan View

I.D.

Wall

Offs

et

∆°

Branch L.L.

Sta

ndar

d Jo

int L

engt

h

Bel

l L.L

.S

pigo

t L.L

.

C Branch

3.9Single Offset JointTypical Eccentric Wye



New O.&

St. MV.


LA 12-1-04


Single Offset JointPipe Reducers - Option 1

Detail "A"FlowLine

3.10

Elevation - Centerline Even

FlowLine

FlowLine

Dow

nstre

am

Pip

e D

iam

eter

Ups

tream

Pip

e D

ia.

Elevation - Tops Even

FlowLine

Dow

nstre

am

Pip

e D

iam

eter

Ups

tream

Pip

e D

ia.

Plan View

Dow

nstre

amP

ipe

Dia

met

er

Ups

tream

Pip

e D

ia.See Detail "A"

Elevation - Bottoms Even

FlowLine

FlowLine

Dow

nstre

am

Pip

e D

iam

eter

Ups

tream

Pip

e D

ia.


New O.&

St. MV.


LA 12-1-04Single Offset JointPipe Reducers - Option 2

Note:● Reduction may be centered or offset as required.


DownstreamPipe Spigot

UpstreamPipe Bell

Ups

tream

Pip

e D

iam

eter

Reducing Stopper

6", 8" or 12"as Required

3.11


New O.&

St. MV.


LA 12-1-04

C

Physical Properties ofConcrete Arch Pipe - New Orleans 3.12


Side View

PIPE & JOINT DATA


SpanL

R 1

A GT

B

End View

Ris

e R 2R3

GD

TD

TT

W

NewOrleans

Round Rise x Span A B R1 R2 R3 W End Perim. Hyd. L Weight TD TT GD GTEquiv. Area Rad.

(in.) (in.) (in.) (in.) (in.) (in.) (in.) (ft.) (sq. ft.) (in) (ft.) (ft.) (lbs./ft.) (in) (in) (in.) (in.)

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 1/854 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 1/460 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 1/496 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


LA 12-1-04Reinforced Concrete Arch Pipe, 15" - 72"St. Martinville 3.13


Joint Dimensions


Span

Jt.

End View

Joint Detail

Rise

Wall

G3 G1G2

5º

AS

T3 T1T2

Wall Rise x Span

Size Wall Jt. G1 G2 G3 T1 T2 T3 AS(in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.)15 3 2 1/4 1.281 0.197 1.522 1.000 0.197 1.803 0.2818 3 1/8 2 1/4 1.406 0.197 1.522 1.125 0.197 1.803 0.2824 3 1/2 2 3/4 1.516 0.234 1.750 1.250 0.234 2.016 0.27

30 3 1/2 3 1.594 0.262 1.644 1.313 0.262 1.925 0.2836 4 3 1/2 1.719 0.306 1.975 1.438 0.306 2.256 0.2842 4 1/2 3 1/2 1.906 0.306 2.288 1.625 0.306 2.569 0.28

48 5 3 1/2 2.281 0.306 2.413 2.000 0.306 2.694 0.2854 5 1/2 5 2.625 0.437 2.438 2.313 0.437 2.750 0.3160 6 5 2.938 0.437 2.625 2.375 0.437 3.188 0.5672 7 6 3.188 0.525 3.287 2.625 0.525 3.850 0.56

St. MV.

Pipe DimensionsRd. Equiv. Rise Span Joint Approx.Pipe Size Length Weight

(in.) (in.) (in.) (ft.) (lbs./ft.)

15 11 18 8 18818 13 1/2 22 8 21624 18 28 1/2 8 318

30 22 1/2 36 1/4 8 39036 26 5/8 43 3/4 8 52742 31 5/16 51 1/8 8 702

48 36 58 1/2 8 87854 40 65 8 1,07060 45 73 8 1,29272 54 88 8 1,815

5-6-04


LA 12-1-04Precast Culvert End SectionsFor Reinforced Concrete Pipe

Longitudinal Elevation

Plan View


3.14

"E"

Pip

e I.D

."C"

"X"

End of paymentfor pipe.

"D"Precast Drainage Structures

Pip

e I.D

.

"C" "J"

Reinforcement

Groove End on Outlet End SectionTongue End on Inlet End Section

Slope = "X" to "Y"

"Y"

Pipe Length Computed toHere. - See Note Below.

"T"

"T"

"T"

"K"

End View

PipeDiameter

"R1"

Note:1.) Length of pipe to be reduced by the "C" demension for each end section.

Standard DimensionsWall

Size T Slope R1 C D E J K Wt.(In.) (In.) (In.) (Ft.) (Ft.) (Ft.) (Ft.) (In.) (lbs.)

18 2 1/2 3:1 6 3.83 6.08 3.00 2.25 9 99024 3 2.35:1 7 2.50 6.12 4.00 3.63 9 1/2 1,52030 3 1/2 2.4:1 8 1.66 6.16 5.00 4.50 12 2,190

36 4 2.42:1 10 1/2 2.90 8.15 6.00 5.25 15 4,10042 4 1/2 3:1 10 1/2 2.92 8.17 6.50 5.25 21 5,38048 5 3:1 14 2.17 8.17 7.00 6.00 24 6,550

54 5 1/2 2 1/2:1 - 2.92 8.33 7.50 5.42 27 8,24060 6 2:1 - 3.25 8.25 8.00 5.00 30 8,73066 6 1/2 2:1 - 1.75 8.25 8.50 6.50 24 10,71072 7 2:1 - 1.75 8.25 9.00 6.50 24 12,520

New O.&

St. MV.


LA 12-1-04Precast Culvert End SectionsFor Concrete Arch Pipe

Section A-A

Plan View


3.15

D

"X"

Precast Drainage StructuresBell and Spigot orTongue and Groove End

A

(Dia. + 1")

Pipe WallThickness

Slope = "X" to "Y"

"Y"

Lift Holes1 1/2" Dia.

A

Section B-B

Lift Holes

Note:1.) Joint Material: Preformed flexible mastic (Federal Spec. SS-S-210A) bituminous plastic cement.

Standard Dimensions

A

B

B

CL

B

TT D

Equiv. Span-Rise Metric Wall WeightSize (Nominal) Equiv. Thick. Lbs. per Slope A B C D L(In.) (In.) (mm) (In.) Section (In.) (In.) (In.) (In.) (in.)

18 22 x 13 560 x 345 2 1/2 1,050 3:1 7 27 45 36 7224 29 x 18 725 x 460 3 1,580 3:1 8 39 33 48 7230 36 x 23 920 x 570 3 1/2 2,250 3:1 10 48 24 60 72

36 44 x 27 1110 x 675 4 3,900 3:1 10 60 36 72 9642 51 x 31 1300 x 795 4 1/2 5,420 3:1 15 60 36 78 9648 58 x 36 1485 x 915 5 6,540 3:1 21 60 36 84 96

54 65 x 40 1650 x 1015 5 1/2 7,640 3:1 25 60 36 90 9660 73 x 45 1855 x 1145 6 9,510 3:1 26 75 21 96 9672 88 x 54 2235 x 1370 7 14,840 3:1 35 78 22 120 100

New O.&

St. MV.


LA 12-1-04Precast Box Culverts 4.2

UsesPrecast box sections are recommended for installations where circular concrete pipe cannotprovide adequate flow capacity, and as a superior substitute for cast-in-place box culverts,long span metal arches, short bridges and multi-barrel circular culverts or drains.

SizesPrecast box sections are normally available in spans of 3 feet through 12 feet, with a varietyof rises. Spans up to 20 feet are available in some markets.

ApplicationsPrecast box sections can be used for the following:● highway culverts● railroad culverts● short span highway bridges● storm drains● livestock, pedestrian or golf cart undercrossing● utility tunnels● underground stormwater retention structures● groundwater recharge systems● to replace existing open channels or ditches, and enable land to be used productively● jacked or tunneled installations.

JointsPrecast box sections are produced with tongue and groove joints for packing with mastic jointcompound, pre-formed mastic or mortar.

Linings / CoatingsA variety of linings and coatings is available where project conditions dictate their use.

Applicable SpecificationsThe following specification applys to precast concrete box sections:● ASTM C1433 - Precast Reinforced Concrete Box Section for Culverts, Storm Drains and

Sewers.● State DOT's

www.hansonpipeandproducts.com


LA 12-1-04

Basic Dimensions Basic DimensionsSpan Rise Wall Sect. Weight Haunch Box

Thick. Length per ft. OpeningS R T L H

(ft.) (ft.) (in.) (ft.) (lbs./ft.) (in.) (ft2)

4.3

Note:(a.) Specifications: ASTM C-1433(b.) Railroad loading designs are available.

Reinforced Concrete Precast Box SectionBasic Dimensions

Precast Box Culverts

Span (S)Thickness

(T)

Section

H


Side View

Ris

e (R

)

Ris

e (R

)

8"

H

8"

1" Cover forAll SidesExcept Top

Cover per ASTM C-1433Thickness (T)

HH

TT

L1/2 L

2" Lift holes on C of section

Thickness (T)

6 3 7 6 1,870 12 16.06 4 7 6 2,050 12 22.06 5 7 6 2,225 12 28.0

6 6 7 6 2,400 12 34.07 3 8 6 2,230 12 19.07 4 8 6 2,525 12 26.0

7 5 8 6 2,725 12 33.07 6 8 6 2,925 12 40.07 7 8 6 3,125 12 47.0

Span Rise Wall Sect. Weight Haunch BoxThick. Length per ft. Opening

S R T L H(ft.) (ft.) (in.) (ft.) (lbs./ft.) (in.) (ft2)

8 3 8 6 2,595 12 22.08 4 8 6 2,795 12 30.08 5 8 6 2,995 12 38.0

8 6 8 6 3,195 12 46.08 7 8 6 3,395 12 54.08 8 8 6 3,595 12 62.0

9 3 9 6 3,255 12 25.09 4 9 6 3,425 12 34.09 5 9 6 3,650 12 43.0

9 6 9 6 3,875 12 52.09 7 9 6 4,100 12 61.09 8 9 6 4,325 12 70.09 9 9 6 4,550 12 79.0

New O.&

St. MV.


LA 12-1-04

Basic Dimensions Basic Dimensions

4.4

Note:(a.) Specifications: ASTM C-1433(b.) Railroad loading designs are available.

Reinforced Concrete Precast Box SectionBasic Dimensions


Span (S)Thickness

(T)

Section

H


Side View

Ris

e (R

)

Ris

e (R

)

8"

H

8"

1" Cover forAll SidesExcept Top

Cover per ASTM C-1433Thickness (T)

HH

TT

L1/2 L

2" Lift holes on C of section

Thickness (T)

11 8 11 6 5,980 12 86.011 9 11 6 6,250 12 97.011 10 11 6 6,530 12 108.0

11 11 11 6 6,805 12 119.012 3 12 6 5,400 12 34.012 4 12 6 5,700 12 46.0

12 5 12 6 6,000 12 58.012 6 12 6 6,300 12 70.012 7 12 6 6,600 12 82.0

12 8 12 6 6,900 12 94.012 9 12 6 7,200 12 106.012 10 12 6 7,500 12 118.0

12 11 12 6 7,800 12 130.012 12 12 6 8,100 12 142.0



10 3 10 6 3,870 12 28.010 4 10 6 4,120 12 38.010 5 10 6 4,370 12 48.0

10 6 10 6 4,620 12 58.010 7 10 6 4,870 12 68.010 8 10 6 5,120 12 78.0

10 9 10 6 5,370 12 88.010 10 10 6 5,620 12 98.011 3 11 6 4,610 12 31.0

11 4 11 6 4,890 12 42.011 5 11 6 5,160 12 53.011 6 11 6 5,430 12 64.011 7 11 6 5,705 12 75.0



New O.&

St. MV.


LA 12-1-04

MaterialsCONCRETE: 5,000 PSI, Type II cement.

REINFORCING: as per ASTM C-1433.

Product Specifications"Box Culvert" per ASTM C-1433 specifications. Contact our officefor additional information on available sizes and cost.

Box Culverts 4.5



Plan View

Front View

Isometric View

Ris

e

M

Minimum LengthEqual to Spacingof LongitudinalWires plus 2 in. (typ.)

OutsideLongitudinal

Thickness

Span

New O.&

St. MV.


LA 12-1-044.6

Note: ● A = Wall thickness● Contact manufacturer for standard joint lengths.

Reinforced ConcretePrecast Box Section

Wall

Precast Box CulvertsLift Holes - 2 1/2" Diameter

Span

Rise

BottomSlab

TopSlab

Typical Section

A

Standard Box DimensionsTop Bottom

Span Rise Slab Slab Wall Weight(Ft.) (Ft.) (In.) (In.) (In.) (Lbs./ft.)

8 3 8 8 8 26528 4 8 8 8 28598 5 8 8 8 30668 6 8 8 8 32728 7 8 8 8 34798 8 8 8 8 3686

9 4 9 9 9 35119 5 9 9 9 37449 6 9 9 9 39769 7 9 9 9 42099 8 9 9 9 44419 9 9 9 9 4674

10 4 10 10 10 422810 5 10 10 10 448610 6 10 10 10 474510 7 10 10 10 500310 8 10 10 10 526110 9 10 10 10 552010 10 10 10 10 5778



11 4 11 11 11 501011 5 11 11 11 529411 6 11 11 11 557811 7 11 11 11 586211 8 11 11 11 614611 9 11 11 11 643011 10 11 11 11 671511 11 11 11 11 6999

12 4 12 12 12 585612 5 12 12 12 616612 6 12 12 12 647612 7 12 12 12 678612 8 12 12 12 709612 9 12 12 12 740612 10 12 12 12 771612 11 12 12 12 802612 12 12 12 12 8336



3 2 7 6 4 8483 3 7 6 4 952

4 2 7 1/2 6 5 11464 3 7 1/2 6 5 12764 4 7 1/2 6 5 1405

5 2 8 7 6 15415 3 8 7 6 16965 4 8 7 6 18515 5 8 7 6 2006

6 2 8 7 7 18216 3 8 7 7 20026 4 8 7 7 21836 5 8 7 7 23646 6 8 7 7 2545

7 2 8 8 8 22387 3 8 8 8 24467 4 8 8 8 26527 5 8 8 8 28597 6 8 8 8 30667 7 8 8 8 3272


New O.&

St. MV.


LA 12-1-044.7Reinforced ConcretePrecast Box Bends



Plan View

**

Spa

n

Note:

** Shipments over 8 feet wide require a permit which will restrict deliveryhours. Check with your Hanson representative for information.

BendAngle

12" Min.Typ.

"B"

Span / Maximum AngleBox "B" Max. "B" Max

Span Angle Angle(Feet) (Feet) (Deg.) (Feet) (Deg.)

3 3 57 4 784 3 45 4 635 3 37 4 53

6 3 31 4 457 3 27 4 398 3 24 4 35

9 3 21 4 3210 3 19 4 2911 3 1712 3 16

New O.&

St. MV.

Check with your Forterra representative for information.


LA 12-1-04Reinforced Concrete

Precast Box Transition - Option 1


Elevation - Bottoms Even

FlowLine

FlowLine

Elevation - Tops Even

Elevation - Centerline Even

FlowLine

FlowLine

FlowLine

FlowLine

Plan View


Spa

n "A

"R

ise

"A"

Ris

e "A

"

Ris

e "B

"or

Dia

met

er

Ris

e "A

"

4.8

Ris

e "B

"or

Dia

met

erR

ise

"B"

or D

iam

eter

Spa

n "B

"or

Dia

met

er

New O.&

St. MV.


LA 12-1-04

Note:● Reduction may be centered or offset as required.

Ups

tream

Box

Siz

e

or D

iam

eter

DownstreamBox Spigot Upstream

Box Bell

Reducing Stopper

6", 8" or 12"as Required

4.9Reinforced ConcretePrecast Box Transition - Option 2



New O.&

St. MV.


LA 12-1-04Typical Precast Bridge Unit

Precast Bridge Units

Span - varies

Ris

e - v

arie

s

reinforced concrete structuresdesigned to be installed on cast-in-place concrete footings.

Precast bridge units are pro-duced with spans from 16 to 40feet for prestressed units and16 to 20 feet for non-pre-stressed. Rises are availableup to 12 feet.

Installations can be single ormultiple cells.

The units can be skewed up to43o to accommodate streambedalignment.

Precast bridge units are recom-mended where natural stream

bottoms are desired, wetlandsmust be spanned, the span islonger than can be accommo-dated with a precast box culvertand when cost and time of con-struction are critical.

Hanson's engineers design thecast-in-place footings based onsoil bearing data provided by theowner. The precast sections aredesigned for each specific appli-cation according to AASHTO2Standard Specifications for High-way Bridges.

Typical applications include newor replacement highway bridges,storm drains, stormwater man-agement structures, culverts, cul-vert extensions and utility or pe-destrian tunnels.

Connections are provided forattaching guard rails parapetsand end and wing walls.

Individual sections are typicallyeight feet long and are buttedagainst adjacent units. Thejoints are sealed with an exter-nal wrapper.

Hanson's precast bridge unitshave been used successfullyfor over a decade by state DOT'smunicipalities and private de-velopers.

anson's precast bridge unitsare rectangular three-sidedH

6.1

Optional cast-in-place floor

Precast Bridge Unit

Cast-in-place footing

New O.&

St. MV.

Forterra’s Crown-Span units are rectangular three-sided reinforced concrete structures designed to be installed on cast-in-place concrete footings. Crown-Span units are produced with spans from 16 to 40 feet for prestressed units and 16 to 20 feet for non-prestressed. Risers are available up to 12 feet. Installations can be single or multiple cells. The units can be skewed up to 43 degrees to accommodate streambed alignment.

Crown-Span units are recommended where natural stream bottoms are desired, wetlands must be spanned, the span is longer than can be accommodated with a precast box culvert and when cost and time of construction are critical.

Forterra’s engineers design the cast-in-place footings based on soil bearing data provided by the owner. The precast sections are designed for each specific application according to AASHTO2 Standard Specifications for Highway Bridges.

Typical applications include new or replacement highway bridges, storm drains, stormwater management structures, culverts, culvert extensions and utility or pedestrian tunnels.

Connections are provided for attaching guard rails, parapets and wing walls. Individual sections are typically eight feet long and are butted against adjacent units. The joints are sealed with an external wrapper.

Forterra’s Crown-Span units have been used successfully for over a decade by state DOT’s, municipalities and private developers.


LA 12-1-04

* Span (ft) = __________

* Rise (ft) = __________

Wall (in) = __________

Top Slab (in) = __________

Haunch (in) = __________

* Soil Weight (pcf) = __________

* Grade Elev. (ft) = ____________

* Flowline (ft) = ____________

* Length (ft) = __________

* Live Load = __________

* No. of Lanes = __________

* Soil Bearing Capacity (psi) = __________

* Flared or Parallel Wingwalls __________

Note: * = User Supplied Data.

Crown-Span Design Data Sheet


Crown-Span Data

RiseSpan

Project Number:______________________________By:_____________Project Name:_______________________________________________Location & Description:________________________________________Bid Schedule:________________________________________________Engineer:___________________________________________________

Date:____________

Span

End View Plan View

6.2

Hydraulics:(Required only if structure

not already sized.)

* Q (cfs) = __________

Slope (%) = __________

* "n" Coeff. = __________

* Vel. (fps) = __________

New O.&

St. MV.


LA 12-1-04

Date:_____________

Project Number:______________________________By:_____________Project Name:_______________________________________________Location & Description:________________________________________Bid Schedule:________________________________________________Engineer:___________________________________________________

(43° Max. Available)

* Span (ft) = __________

* Rise (ft) = __________

Wall (in) = __________

Top Slab (in) = __________

Haunch (in) = __________

* Soil Weight (pcf) = __________

* Grade Elev. (ft) = ____________

* Flowline (ft) = ____________

* Length (ft) = __________

* Live Load = __________

* No. of Lanes = __________

* Soil Bearing Capacity (psi) = __________

* Flared or Parallel Wingwalls __________

Hydraulics:(Required only if structure

not already sized.)

* Q (cfs) = __________

Slope (%) = __________

* "n" Coeff. = __________

* Vel. (fps) = __________

Crown-Span Design Data Sheet


Crown-Span Data

End View Plan View

Dsgn. Span (ft) = __________

* Skew Angle (deg) = __________

Note: * = User Supplied Data.

6.3

Skew

Ang

le

Dsgn. Span

RiseNormalSpan

NormalSpan

New O.&

St. MV.


LA 12-1-04


12" x 12" Catch Basin

Materials & FeaturesCONCRETE: 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.

7.1

Precast Drainage Structures

4"

10" Ø PartialBlockouts all Sides

1/16"

1 1/2"

Width 1 ft.Length 1 ft.

Wt./ Vert. Ft. 267 lbs.Base Slab 275 lbs.

Top Slab 0 lbs.

1"

4"

Detail "A"Grate Seat

1' - 6"

Ref: Detail "A".

Vulcan FoundryModel Number:V-5913 Grate Only

1' - 0"

1' - 0"1' - 8"

1' - 8"

Plan View

Section View

Isometric View

8" PVC Max.

Laplace


LA 12-1-04


12" x 12" Catch Basinw/ 8" Boot Connector

CONCRETE: 4,000 PSI in 28 days.

CONCRETE: Reinforced with W.R. Grace Structural Fibers (5 lbs.>/ cu. yd.)




7.2


4"

8" ResilientBoot ConnectorBy A-LOK



Top Slab 0 lbs.

1' - 6"

Vulcan FoundryModel Number: V-5913Frame & Grate

1' - 0"

1' - 0"1' - 8"

1' - 8"

Materials & Features

Plan View

Section View

Isometric View

Laplace


LA 12-1-04








8" TOP SLAB available upon request.

EXTENSIONS available upon request.

FRAME AND GRATE/COVER as required.

7.3


4"

17" x 17"Partial Knockoutsall Four Sides

Width 1.5 ft.Length 1.5 ft.


Top Slab 465 lbs.

Plan View

Section View

24", 30", 36", 42", 48", 54", 60"

Illustrated:V-5720 F/Gby Vulcan Foundry

2' - 2" Sq.

1' - 6" Sq.

4"

1"

12" RCP Max.

*

*

*

Isometric View

Laplace


LA 12-1-04


24" x 24" Catch Basin w/ 4" Wall









7.4




Top Slab 704 lbs.

Plan View

2' - 8" Sq.

2' - 0" Sq.

*

*

*

Isometric View

4" Typ.


Section View


4"

1"

15" RCP Max.

24", 30", 36", 42", 48", 54", 60"

Laplace


LA 12-1-04

6"

Section View

As Req'd.


6"

15" ø RCP Max.


24" x 24" Catch Basin w/ 6" Wall









19" x 19" PARTIAL KNOCKOUT available upon request.

7.5




Top Slab 891 lbs.

Plan View

3' - 0" Sq.

2' - 0" Sq.

*

*

*

Isometric View

*

Laplace


LA 12-1-04











7.6



Wt./ Vert. Ft. 900 lbs.Base Slab 1,188 lbs.

Top Slab 1,188 lbs.

Plan View

4' - 0"

3' - 0"

*

*

*

Isometric View

8" Typ.Section View

As Req'd.

Illustrated:V-5766 FrameV-5666 Grate

6"

24" ø RCP Max.

3' - 0"

2' - 0"

Laplace


LA 12-1-04










7.7



Wt./ Vert. Ft. 1,050 lbs.Base Slab 1,485 lbs.

Top Slab 1,485 lbs.

Plan View

4' - 0"

*

*

Isometric View

8"

Section View

As Req'd.

Illustrated:V-5726 F/GBy Vulcan Foundry

6"

36" ø RCP Max.

2' - 0"

8"

24" Sq.

Laplace


LA 12-1-04


Wt./ Vert. Ft. 900 lbs.Base Slab 1,212.75 lbs.

Top Slab 1,212.75 lbs.











7.8


Plan View

3' - 6" Sq.

2' - 6" Sq.

*

*

*

Isometric View

8"


Section View

As Req'd.


6"

2"

21" ø RCP Max.

Laplace


LA 12-1-04

6"

Section View

As Req'd.


6"

24" ø RCP Max.












7.9




Top Slab 2,650 lbs.

Plan View

4' - 0" Sq.

3' - 0" Sq.

*

*

*

Isometric View

*

Laplace


LA 12-1-04










7.10




Top Slab 2,376 lbs.

Plan View

5' - 0"

*

*

Isometric View

8"

Section View

As Req'd.


6"

42" ø RCP Max.

3' - 0"

8"

24" Sq.

Laplace


LA 12-1-04











7.11




Top Slab 2,475 lbs.

Plan View4' - 0"

*

*

Isometric View

8"

Section View

As Req'd.


6"

36" ø RCP Max.

4' - 0"

8"

24" Sq.

*

Laplace


LA 12-1-04










7.12




Top Slab 3,465 lbs.

Plan View

6' - 0"

*

*

Isometric View

8"

Section View

As Req'd.


54" ø RCP Max.

4' - 0"

8"

6"

Laplace


LA 12-1-04










7.13




Top Slab 4,455 lbs.

Plan View

8' - 0"

*

*

Isometric View

8"

Section View

As Req'd.


72" ø RCP Max.

4' - 0"

8"

6"24" Sq.

Laplace


LA 12-1-04










7.14




Top Slab 5,445 lbs.

Plan View

*

*

Isometric View

Laplace

10' - 0"

4' - 0"

8"

Section View

As Req'd.


6"

96" ø RCP Max.

8"

24" Sq.


LA 12-1-04


60" x 60" Catch Basin 7.15




Top Slab 3,564 lbs.

Isometric View









*

*

*

Laplace

Plan View

5' - 0"

5' - 0"

8"

Section View

As Req'd.


6"

48" ø RCP Max.

8"

24" Sq.


LA 12-1-04










7.16


Width 5 ft.Length 8.5 ft.


Top Slab 5,643 lbs.

Plan View

*

*

Isometric View

8' - 6"

5' - 0"

8"

Section View

As Req'd.


6"

84" ø RCP Max.

8"

24" Sq.

Laplace


LA 12-1-04






Top Slab 4,851 lbs.

Isometric View








*

*

Plan View

6' - 0"

6' - 0"

8"

Section View

As Req'd.


6"

54" ø RCP Max.

8"

24" Sq.

Laplace


LA 12-1-04










7.18




Top Slab 6,930 lbs.

Plan View

*

*

Isometric View

9' - 0"

6' - 0"

8"

Section View

As Req'd


6"

84" ø RCP Max.

8"

24" Sq.

Laplace


LA 12-1-04






Top Slab 6,336 lbs.

Isometric View








*

*

Plan View

7' - 0"

7' - 0"

8"

Section View

As Req'd.


6"

66" ø RCP Max.

8"

24" Sq.

Laplace


LA 12-1-04










7.20




Top Slab 9,801 lbs.

Plan View

*

*

Isometric View

10' - 0"

8' - 0"

8"

Section View

As Req'd.


6"

96" ø RCP Max.

8"

24" Sq.

Laplace


LA 12-1-04


24" x 48" Precast Type 1 Catch Basin







7.21




Top Slab 1,485 lbs.

Plan View

*

Isometric View

4' - 0"

2' - 0"

8"

Section AA

Varies - 9"

Illustrated:V-4311-1

6" Max.

Typ. for 6" Curb

9"

Varies

6"9" Typ.

1' - 3" Typ.

A

A

5' - 0"

3' - 0"

6"

Laplace


LA 12-1-04


24" x 36" Precast Type 2 CatchBasin







7.22



Wt./ Vert. Ft. 900 lbs.Base Slab 1,188 lbs.

Top Slab 1,188 lbs.

Plan View

*

Isometric View

12" Mountable Curb

4' - 0"

8"

Section View

V-4520-1 Frame &Grate By Others

Brick AdjustmentBy Contractor

(If Req'd.)

Varies

Manhole Steps

Inv. =

2' - 0"

3' - 0"

6"

Elev. =

Elev. =

1' - 3"

2' - 11 1/2"

Back of Curb

3' - 0"

Laplace


LA 12-1-04

DRAIN






EXTENSIONS available upon request.*


Precast Type 3 Catch Basin 7.23


CB Size: 4' x 6'Pipe: 15"-24" ø RCP



Top Slab 3,465 lbs.

Plan ViewIsometric View

Mountable Curb

8"

Section View

V-4520-1 Frame &Grate By Others

Brick AdjustmentBy Contractor

(If Req'd.)

VariesC.L. of Pipe

Inv. =

"L"

"W"

6"

2' - 0"

T.C. =

C.L. of Pipe

2 3/8"

Back of Curb

CB Size: 4' x 8'Pipe: 27"-60" ø RCP



Top Slab 4,455 lbs.

Width Length "D"4 6 1'-4"4 8 3'-4"

T.O.S. =

8"

"D"

2' - 0"

17 5/8"

3' - 2"1' - 3"

2' - 0" V-1403 Ring &Cover By Others

16" Typ.

Laplace


LA 12-1-04

C

DR

AIN

50’ - 0” R.O

.W.

R.O.W.R.O.W.

4' - 0"2' - 0"

4' Sidewalk

4' Sidewalk

Electrical

PVC W

ater Main

Street LightingStreet Lighting

2' - 0"3' - 2"

9' - 10"

26' - 0"2' - 0"

2' - 11 1/2"

7' - 0"4' - 0"

2' - 0"

Slope: 0.026 Ft/FtSlope: 0.026 Ft/Ft

Profile Grade Line

Sub-Grade C

ourseBase C

ourse

PVC Sew

er Pipe

Gas

2'-0"

17 5/8"

2'-0"8 3/8"

Telephone

Drain Pipe

(See P/P Sheets)







Typical Parabolic Crown X-Sectionof Type 2 & Type 3 Precast Catch Basins 7.24



Laplace


LA 12-1-04


4" Shoulder Drain 7.25


End View

Section View

5"

Isometric View

9"






WEIGHT = 246 lbs.

Plan View

5 3/4"

4"

5" Tapered Hole

28"

4"

4"

4"

12 1/2"4 1/2"

32"

12 1/2"

13"

3/16" Slot for Screen

Slot for 23 Ga. 4 5/8" x 7 3/4"Expanded Flat Metal ScreenGalvanized.


LA 12-1-04


Safety End Type I, 15", 3:1


REINFORCING STEEL: per ASTM A-615, Grade 60, #4.

REINFORCING to have 2" minimum cover.

AREA OF STEEL to be 0.27 in2/ft = 9" O.C.E.W.

ALL EXPOSED CORNERS to be chamfered 3/4".

RISS PIN ANCHORS, located in floor shall be used for handling.

RCP BELL ENDS which exceed normal pipe O.D. shall be removed.

PIPE TO S.E.T. CONNECTION shall be sealed with flexible gasketmaterial.

WEIGHT = 1,167 lbs.

7.26


D

Size: 15"Slope: 3:1 slope

A 15.00 in.B 16.00 in.C 19.50 in.D 20.50 in.E 16.75 in.L 3.66 ft.

W 27.00 in.X 6.00 inY 26.50 in.Z 0.75 in.

End ViewSection View

Y

5"

Isometric View

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

L

Laplace


LA 12-1-04











WEIGHT = 1,558 lbs.

7.27


D



W 27.00 in.X 6.00 inY 26.50 in.Z 0.75 in.


Y

5"

Isometric View

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Laplace

L


LA 12-1-04











WEIGHT = 2,327 lbs.

7.28


D



W 27.00 in.X 6.00 inY 26.50 in.Z 0.75 in.


Y

5"

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 1,607 lbs.

7.29


D



W 30.00 in.X 6.00 inY 30.00 in.Z 1.00 in.


Y

5"

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04


Safety End Type I, 18",4:1









WEIGHT = 2,127 lbs.

7.30


D



W 30.00 in.X 6.00 inY 30.00 in.Z 1.00 in.


Y

5"

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 3,158 lbs.

7.31


D



W 30.00 in.X 6.00 inY 30.00 in.Z 1.00 in.


Y

5"

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 2,414 lbs.

7.32


D



W 37.00 in.X 6.50 inY 37.00 in.Z 1.50 in.


Y

5"

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 3,707 lbs.

7.33


D



W 37.00 in.X 6.50 inY 37.00 in.Z 1.50 in.


Y

5"

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 5,500 lbs.

7.34


D



W 37.00 in.X 6.50 inY 37.00 in.Z 1.50 in.


Y

5"

CB

A E

Z

6"

4"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 5,019 lbs.

7.35


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

Isometric View

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Laplace

L


LA 12-1-04











WEIGHT = 6,288 lbs.

7.36


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 8,479 lbs.

7.37


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 6,264 lbs.

7.38


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 7,929 lbs.

7.39


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 11,259 lbs.

7.40


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04


Safety End Type II, Side Drain, 30", 3:1









PIPE RUNNERS SHALL BE GALVANIZED STEEL PIPE conforming toASTM A53, Type E or S, Grade B, 35ksi; or ASTM A501, 36ksi, 4" Sch 40.

WEIGHT = 5,019 lbs.

7.41


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

24" c-c18"

L

4 Pipe Runners Required

Laplace


LA 12-1-04












WEIGHT = 6,288 lbs.

7.42


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

24" c-c18"

L


Laplace


LA 12-1-04












WEIGHT = 8,479 lbs.

7.43


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

24" c-c18"

L


Laplace


LA 12-1-04












WEIGHT = 6,264 lbs.

7.44


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

24" c-c18"

L


Laplace


LA 12-1-04












WEIGHT = 7,929 lbs.

7.45


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

24" c-c18"

L


Laplace


LA 12-1-04













7.46


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

24" c-c18"

L


Laplace


LA 12-1-04


Safety End Type II, Cross Drain, 30", 3:1









WEIGHT = 5,019 lbs.

7.47


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

Isometric View

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Laplace

L


LA 12-1-04











WEIGHT = 6,288 lbs.

7.48


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04











WEIGHT = 8,479 lbs.

7.49


D



W 46.00 in.X 5.50 inY 46.00 in.Z 1.50 in.


Y

5.5"

CB

A E

Z

6"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

Laplace

L


LA 12-1-04












WEIGHT = 6,264 lbs.

7.50


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

L

Laplace


LA 12-1-04












WEIGHT = 7,929 lbs.

7.51


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

L

Laplace


LA 12-1-04













7.52


D



W 50.00 in.X 6.00 inY 52.00 in.Z 2.00 in.


Y

6"

CB

A E

Z

4"

2"

Slope

X X

W

A

Pipe I.D.

Isometric View

L

Laplace


LA 12-1-04


Precast Headwall for 12", 15", 18', 21",24", 27", 30" & 36" RCP

CONCRETE: 4,000 PSI in 28 days.REINFORCING STEEL: per ASTM A-615, Grade 60, #4.REINFORCING to meet AASHTO HS 20-44 Loading.PRECAST STRUCTURE to meet ASTM C-857-92.ALL EXPOSED CORNERS to be chamfered 3/4".

7.53


End View

Plan View

XX

WIsometric View

Front View

Dimensions

6"

J

9"

9"

H

6"

1' - 6"9"

H

8"

XGFE

DZ

φφφφφ

8"

Y

6"


Laplace

Size D E F G H J W X Y Z φφφφφ Weight

HW-12" 12" 14" 16" 17" 2' - 6" 12" 4' - 0 7/8" 2' - 11" 2' - 0" 17 11/16" 33 2,386 lbs.

HW-15" 15" 17" 20" 21" 2' - 6" 12" 4' - 0 7/8" 2' - 11" 2' - 0" 17 11/16" 33 2,326 lbs.

HW-18" 18" 20" 23" 24" 2' - 6" 12" 4' - 0 7/8" 2' - 11" 2' - 0" 17 11/16" 33 2,251 lbs.

HW-21" 21" 23" 26" 27" 3' - 0" 18" 5' - 9 1/2" 3' - 6" 3' - 0" 28" 30 4,080 lbs.

HW-24" 24" 26" 30" 31" 3' - 0" 18" 5' - 9 1/2" 3' - 6" 3' - 0" 28" 30 3,951 lbs

HW-27" 27" 29" 34" 35" 4' - 0" 30" 9' - 3" 4' - 8" 5' - 0" 42" 30 8,986 lbs

HW-30" 30" 32" 37" 38" 4' - 0" 30" 9' - 3" 4' - 8" 5' - 0" 42" 30 8,911 lbs

HW-36" 36" 38" 44" 45" 4' - 0" 30" 9' - 3" 4' - 8" 5' - 0" 42" 30 8,610 lbs


LA 12-1-04








Refer to detail pages for hardware information.


36" x 36" Precast Pull Box 8.1

Precast Electric Structures

Plan View

Section View

8"

Isometric View

4' - 0"

4' - 0" 3' - 0"

3' - 0"

ELECTRIC

As Req'd.

UndergroundDuctbank

4"

8"

Illustrated:Vulcan FoundryV-1600-4 R/C

12" ø x 4" Sump

Pulling inCables

*

*

*



Top Slab 1,584 lbs.

ELECTRIC

Varies30"ø

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

6' - 0"

4' - 0" 3' - 0"

5' - 0"

ELECTRIC

5' - 0"Max.

UndergroundDuctbank

4"

8"


12" ø x 4" SumpPulling inCables

*

*

*



Top Slab 2,376 lbs.

Varies30"ø

ELECTRIC

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

5' - 0"

3' - 0"

5' - 0"Max.

Illustrated:3' x 5' Galv. Traf. "H" F/C

12" ø x 4" Sump*

*

*



Top Slab 2,376 lbs.

6"

1 1/2" Min.

Laplace


LA 12-1-04







48" Diameter Precast Pull Box 8.4


Plan View

Section View

8"

Isometric View

ELECTRIC

4' - 0"

Illustrated:V-1800-5 Ring /V-1600-5 Cover

48" Dia. Riser SectionsConform to ASTM C-478-93

6"

12" x 7" PartialKnockouts orAs Req'd.

ELECTRIC

48" Dia.

58" Dia.

3' - 0"

Pre

cast

Con

cret

e C

onst

ruct

ion

5"

10"

Laplace

Wt./ Vert. Ft. 863 lbs.Ex. Base Slab 2,600 lbs.Str. Base Slab 1,200 lbs.

Top Slab 1,200 lbs.Wall Thk. 5 in.


LA 12-1-04

ELECTRIC












Plan View

Section View

8"

Isometric View

5' - 0"

5' - 0" 4' - 0"

4' - 0"

ELECTRIC

As Req'd.

UndergroundDuctbank

8"


12" ø x 4" SumpPulling in Cables*

*

*



Top Slab 2,475 lbs.

24"ø

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

6' - 0"

4' - 0"

As Req'd.

Illustrated:3' x 5' Galv. Traffic F/C

12" ø x 4" Sump

*

*

*



Top Slab 3,465 lbs.

6"

5' - 0" x 3' - 0"

8"

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

8' - 0"

4' - 0"

As Req'd.

Illustrated:3' x 5' Galv. Traffic F/C

12" ø x 4" Sump

*

*

*



Top Slab 4,455 lbs.

6"

3' - 0" x 5' - 0"

8"

Laplace


LA 12-1-04









ELECTRIC


48" x 72" Precast Electrical Manhole 8.8


Plan View

Section View

8"

Isometric View

7' - 0"

5' - 0" 4' - 0"

6' - 0"

ELECTRIC

As Req'd.

UndergroundDuctbank

10"

8"

Illustrated:Vulcan FoundryV-7030 R/C


*

*

*



Top Slab 3,465 lbs.

36"ø

Laplace


LA 12-1-04

ELECTRIC












Plan View

Section View

8"

Isometric View

9' - 0"

5' - 0" 4' - 0"

8' - 0"

ELECTRIC

UndergroundDuctbank

10"

8"



*

*

*



Top Slab 4,455 lbs.

As Req'd.

36"ø

Laplace


LA 12-1-04

ELECTRIC












Plan View

Section View

8"

Isometric View

11' - 0"

5' - 0" 4' - 0"

10' - 0"

ELECTRIC

UndergroundDuctbank

10"

8"


12" ø x 4" SumpPulling in Cables

*

*

*



Top Slab 5,445 lbs.

As Req'd.

36"ø

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

5' - 0"

6' - 0" 5' - 0"

6' - 0"

ELECTRIC

UndergroundDuctbank

10"

8"

Illustrated: Vulcan Foundry V-7030 R/C


*

*



Top Slab 3,564 lbs.

ELECTRIC

As Req'd.

36"ø

Laplace


LA 12-1-04

ELECTRIC












Plan View

Section AA

8"

Isometric View

9' - 6"

6' - 0"

5' - 0"ELECTRIC

UndergroundDuctbank

10"

8"



*

*

Width 5 ft.Length 8.5 ft.


Top Slab 5,643 lbs.

8' - 6"

A

A

As Req'd.

36"ø

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

6' - 0"

7' - 0" 6' - 0"

7' - 0"

ELECTRIC

UndergroundDuctbank

10"

8"



*

*



Top Slab 4,851 lbs.

ELECTRIC

As Req'd.

36"ø

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

7' - 0"

8' - 0" 7' - 0"

8' - 0"

ELECTRIC

UndergroundDuctbank

10"

8"



*

*



Top Slab 6,336 lbs.

ELECTRIC

As Req'd.

36"ø

Laplace


LA 12-1-04

ELECTRIC












Plan View

Section View

8"

Isometric View

10' - 0"

7' - 0" 6' - 0"

9' - 0"

ELECTRIC

UndergroundDuctbank

10"

8"



*

*

*



Top Slab 6,930 lbs.

As Req'd.

36"ø

Laplace


LA 12-1-04

COMMUNICATIONSELECTRIC









72" x 144" Precast Type ATelephone Manhole 8.16


Plan View

Section View

2"

Isometric View

12' -0"

6' - 10" 6' - 0"

12' - 10"

Pulling Iron

39"

Illustrated: Vulcan Foundry V-7030 R/C Cast Iron Ring & Cover

12" Collar

*

*



Top Slab 6,577 lbs.

6"

45"

6"

5"

2"

2"

12" ø x 4" Sumps

36"ø

Laplace


LA 12-1-04












Plan View

Section View

8"

Isometric View

11' - 0"

9' - 0" 8' - 0"

10' - 0"

ELECTRIC

UndergroundDuctbank

10"8"



*

*

*



Top Slab 9,801 lbs.

ELECTRIC

As Req'd.

36"ø

Laplace


LA 12-1-04







129" x 129" Octagonal Electrical Manhole 8.18


Plan View

Section View

7"

Isometric View

32"

68 5/8"

129"

7"

7"



Top Slab 8,400 lbs.

ELECTRIC

5' - 0"Max.

36"ø

7"

129"

5' - 0"Max.

Laplace


LA 12-1-04Precast Manholes 9.2

UsesPrecast circular manholes are used in sanitary sewer and storm drain systems for access,observation and junctions.

Precast circular vertical structures are used for pump stations, wet wells, stormwatermanagement structures and impoundment overflow structures.

SizesPrecast circular manholes and vertical structures are normally available in diameters of48 inch through 120 inch.

ApplicationsPrecast circular manholes can be used for the following:● access to the system for maintenance● observation points● changes in pipe size● changes in pipe shape● changes in direction of pipe● junctions for multiple pipes.

Precast circular vertical structures can be used for the following:● wet wells● sanitary or stormwater pump stations● overflow structures for ponds.

Precast circular manholes and vertical structures can be provided with thefollowing features:● protective linings● flexible pipe-to-manhole connections● custom openings● custom tops.

JointsThe following joints are normally available for circular manholes andvertical structures.● single offset with profile rubber gasket.● preformed mastic or butyl gasket.

Applicable SpecificationsThe following specifications apply to precast circular manholes and vertical structures:● ASTM C478 / AASHTO M199 - Precast Reinforced Concrete Manhole Sections.

www.hansonpipeandproducts.com

Laplace


LA 12-1-04

Wt./Vert. Ft. 863 lbs.Ex. Base Slab 2,600 lbs.Str. Base Slab 1,200 lbs.

Top Slab 1,200 lbs.2' Ecc. Cone 2,050 lbs.3' Ecc. Cone 2,600 lbs.

CONCRETE: 4,000 PSI in 28 days.REINFORCING STEEL to meet ASTM A-615 Grade 60.REINFORCING to meet AASHTO HS 20-44 Loading.PRECAST CONCRETE STRUCTURE to meet ASTM C-478JOINT SEALANT: Ram-Nek gasket material.6" - 12" PIPE: Use resilient boot connector.15" or larger pipe use min. 2" non-shrink grout.Manholes that exceed 17' in depth shall use a 10" thick base in lieu of an 8" thick base.

48" Standard Manhole w/Eccentric Cone 9.3

Precast Sewer Structures

Plan View

Section B-BStandard Drop Manhole

5"

Invert byContractor(Typ.)

26" ø (Clr.)


Plan View

SEWER

AA B B

Section A-AStandard Manhole

6"5"

6"4' - 0" ø

8"


Non ShrinkGrout (2" Min.)Typ. 15" Pipeor Greater

2' - 0"or

3' - 0"

Pre

cast

Con

cret

e C

onst

ruct

ion

Varies

Standard C.I. ManholeRing and CoverIllustrated: V-1403By Vulcan Foundry

Brick and Mortar orPrecast Adjusting Rings(Typ.)

Grout Around Cast IronRing by Contractor AfterInstallation.

Brick and Mortar or PrecastAdjusting Rings (Typ.)

For Details on ConcreteEncasement SeeContract Drawings

26" ø (Clr.)

Varies

1' - 0" (Max.)

Pre

cast

Con

cret

e C

onst

ruct

ion

8"

Varies4' - 0" ø5" 5"

6"

Leng

th o

f Dro

pas

Req

'd o

n P

/P

PipeDia.

For Details onConcrete EncasementSee Contract Drawings.

LateralDrop Sewer


Joint Detail

1 3/4"

3/4"2 1/2"

1/4" AirSpace 4"

4"(Max.)

1/2

P/D

EccentricCone

EccentricCone


2' - 0"or

4' - 0"

2' - 0"or

3' - 0"

2' - 0"or

3' - 0"

2' - 0"or

4' - 0"

2' - 0"or

3' - 0"

Laplace


LA 12-1-04

Wt./Vert. Ft. 863 lbs.Ex. Base Slab 2,600 lbs.Str. Base Slab 1,200 lbs.

Top Slab 1,200 lbs.2' Ecc. Cone 2,050 lbs.3' Ecc. Cone 2,600 lbs.


REINFORCING STEEL to meet ASTM A-615 Grade 60.


PRECAST CONCRETE STRUCTURE to meet ASTM C-478


6" - 12" PIPE: Use resilient boot connector.

15" or larger pipe use min. 2" non-shrink grout.

Manholes that exceed 17' in depth shall use a 10" thick base in lieu of an 8" thick base.

Straight base available upon request. -No Scale-All dimensions subject to allowablespecification tolerances.

48" Standard Shallow Manholew/ Slab Top

9.4


Plan View

Section B-B

5"


Plan View

A

A

B B

Section A-A

6"5"

6"4' - 0" ø

10"6" (Min.)

Varies

Standard C.I. ManholeRing and CoverIllustrated: V-1403By Vulcan Foundry

Brick and Mortar or PrecastAdjusting Rings (Typ.)

Grout Around CastIron Ring by ContractorAfter Installation.

Brick and Mortaror Precast AdjustingRings (Typ.)

Pre

cast

Con

cret

e C

onst

ruct

ion

8"

4' - 0" ø5" 5"6"

Pipe to ManholeConnector ShallMeet ASTM C-923


JointDetail

1 3/4"

3/4"2 1/2"

1/4" AirSpace 4"

Invert byContractor(Typ.)Invert by

Contractor (Typ.)

8"

6"

1' - 0" (Max.)

Sewer

2' - 0"or

3' - 0"

2' - 0"or

3' - 0"

Laplace


LA 12-1-0460" - 120" Pump Station & Valve Pit 9.5


Plan View

Section A

"D"

A A

Section A

4" ø PVC Drain

"E"

"E"

Ram-Nek GasketJoints Doubled

Riser Sections to Meet ASTM C-478w/ Wire Mesh Reinforcing Conformingto ASTM A-185. Area of Steel Shall beNot Less Than 0.0025 Times the InsideDiameter in Inches.

Joint DetailWet Well & Valve Pit

"N"

Riser Sectionsto Meet ASTM C-478

"H"Varies

Varies

Varies

Varies

Varies

"F""Dia"

Top Elev.

Varies

Inv. Elev.

Varies

(Bottom) Precast or Cast in Place

"D"

"H" (Bottom) Precast or Cast in Place

"Dia."Inv. Elev.

"N"

Varies

Varies

Ram-Nek GasketJoints (Double)

"F2"

VariesVaries

Varies

Varies

Top Elev.




PRECAST CONCRETE STRUCTURE to meet ASTM C-478.


STYROFOAM BLOCKOUTS for discharge lines

HOLES FOR MECHANICAL SEALS to be core drilledby contractor.


Dia "A" "B" "C" "F" "F2" "H" "N" "T" "D" "E"

60" 2.5" 3/4" 2.75" * * 5" 6" 8" 6" 12"

72" 3" 3/4" 3.25" * * 6" 7" 10" 6" 15"

96" 3" 1" 5" * * 8" 9" 12" 6" 20"

120" 3" 1" 7" * * 6" 11" 12" 22.5" 20"

Sewer Pump Station and Valve Pit Schedule

"B"

"H"

"C""A"

"N"

Varies Varies

Laplace


LA 12-1-04

GREASE TRAP GREASE TRAP

Outlet

Flow

Static W.L.

Length (Inside): 5 ft.Width (Inside): 3 ft.

Water Line Depth: 1.58 ft.Head Room: 2.58 ft.

Wall thickness: 0.5 ft.Top Slab thickness 8 in.

Opening in Top Slab: 7.32 sq. ft.Bottom Slab thickness: 8 in.

Baffle No 1:Length 1.58 ft.Width: 3 ft.

Thickness: 4 in.Baffle No 2.

Length 1.41 ft.Width: 3 ft.

Thickness: 4 in.

Job:_____________________Location:_____________________

Materials & FeaturesCONCRETE: 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-857-92JOINT SEALANT: Ram-Nek gasket material. -No Scale-

All dimensions subject to allowablespecification tolerances.

160 Gallon StandardGrease & Oil Interceptor 9.6


Plan View

Section A-A(Typical Interceptor)

H.R.

FLOATING GREASEOIL AND FATS

26" ø26" ø

6" Compacted FillBy Contractor

"L"

Heavy Sludge and Solids

Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow

2" Vent 2" Vent6 3/8" Typ.

H.R.-12"

W.L.-2"

Baffle 2

Traffic RatedRing & Cover(2 Req'd)

8" Typ.

12" Max.12"

"L"+12"

"W"+12"

2" Vent 2" Vent6" Min.

AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 1 1/2

3/52/7

1/51/7 0 0

Fluid Capacity: 162 Gallons

TYPICAL INTERCEPTOR CRITERIA● H.R. = Head Room● W.L. = Water Level● 6" walls prevent sidewall buckling from

heavy truck surcharge.● Min. 8" roof slab designed to resist

HS-20-44 loading.● - Piping by others

Vault standard sizes: 2'x4', 3'x5', 4'x6', 4'x8', 4'x10', 5'x8'-6", 6'x9' and 8'x10'.

Bottom Section: 5,883 2.58Top Section / Slab: 1,668 0.00

Baffle No. 1: 237Baffle No 2: 212

(Qty 2) Castings: 640 V-1403Adjusting Rings:

Total: 8,640

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.


Water Line Depth: 3 ft.Head Room: 4 ft.



Baffle No 1:Length 3 ft.Width: 3 ft.



Thickness: 4 in.

Job:_____________________Location:_____________________



300 Gallon StandardGrease & Oil Interceptor

9.7


Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 2 4/5 1 1/8

5/93/8

2/71/5

1/9









Total: 10,983

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.








Thickness: 4 in.

Job:_____________________Location:_____________________



500 Gallon StandardGrease & Oil Interceptor

9.8


Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 4 3/5 1 5/6 1 3/5

1/21/3

1/5









Total: 14,839

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.








Thickness: 4 in.

Job:_____________________Location:_____________________



750 Gallon StandardGrease & Oil Interceptor 9.9


Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 7 2 4/5 1 2/5 1 2/3

1/22/7









Total: 18,078

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.

Length (Inside): 8.5 ft.Width (Inside): 5 ft.







Thickness: 4 in.

Job:_____________________Location:_____________________



1,200 Gallon StandardGrease & Oil Interceptor 9.11


Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 10 4/5 4 1/3 2 1/6 1 4/9 1 5/7

3/7

Fluid Capacity: 1,210 Gallons






Baffle No. 1: 1,020Baffle No 2: 978


Total: 24,355

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.

Length (Inside): 8.5 ft.Width (Inside): 5 ft.







Thickness: 4 in.

Job:_____________________Location:_____________________





Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size


3/44/9







Baffle No. 1: 1,063Baffle No 2: 1,021


Total: 24,810

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.








Thickness: 4 in.

Job:_____________________Location:_____________________



1,500 Gallon StandardGrease & Oil Interceptor

9.13


Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size


8/91/2









Total: 27,249

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.


Water Line Depth: 4 ft.Head Room: 5 ft.



Baffle No 1:Length 4 ft.Width: 6 ft.



Thickness: 4 in.

Job:_____________________Location:_____________________





Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size


8/91/2









Total: 28,258

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.








Thickness: 4 in.

Job:_____________________Location:_____________________





Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 18 7 1/6 3 3/5 2 2/5 1 4/5 1 1/5

5/7









Total: 32,248

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.








Thickness: 4 in.

Job:_____________________Location:_____________________





Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 22 3/7 9 4 1/2 3 2 1/4 1 1/2

8/9









Total: 36,238

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.








Thickness: 5 in.

Job:_____________________Location:_____________________





Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 27 3/7 11 5 1/2 3 2/3 2 3/4 1 5/6 1









Total: 44,011

Laplace


LA 12-1-04


Outlet

Flow

Static W.L.








Thickness: 5 in.

Job:_____________________Location:_____________________





Plan View


H.R.


26" ø26" ø


"L"


Clearer Water

Baffle 1

8" Typ.

W.L.+2"

W.L.+12"

InletFlow


H.R.-12"

W.L.-2"

Baffle 2


8" Typ.

12" Max.12"

"L"+12"

"W"+12"


AA

Unit Weights (lbs.)

Vault Size

Flow Rate GPM: 2 5 10 15 20 30 50Detention Time (hrs.): 36 1/6 14 1/2 7 1/4 4 5/6 3 5/8 2 2/5 1 4/9









Total: 50,865

Laplace


LA 12-1-04Lifting Devices 10.1

Swivel Lifting Plate

T-12

Swift Lift Lifting Eyes

P-51

All


LA 12-1-04Plastic Terminators For Electrical,Communication & Telephone Manholes 10.2

2" Through 6" Terminators

Cross Sectionof Terminator

After Installation

PVC Conduit Glued toHDPE Conterm Whichis Cast into Wall ofPrecast Manhole.Interior Wall

of PrecastManhole

Plastic Terminator

6" Wall ofPrecast Structure

All


LA 12-1-04Pulling Irons 10.3

Pennsylvania Pulling Irons, Inc. has developed atotally unique, time proven concept in pulling irons.Featuring the advantages of noncorrosive, structuralintegrity, flexibility and economy. All of which are gearedto improve the efficiency of your operations.

Noncorrosive: Unlike old style galvanized steel,Pennsylvania Pulling Irons will be there when you needthem. Durable plastic protects strong steel cable fromsea water, swamp water, gasoline and many othercorrosive agents that destroy other pulling irons.

Stronger: Stress-relieved carbon steel roping designedespecially for concrete applications (seven strand, 1/2"diameter, with an ultimate strength of 270,000 p.s.i.)makes Pennsylvania Pulling Irons virtually indestructible.(Test results available upon request.)

Flexible: Pennsylvania Pulling Irons flex to conform toodd angle pulls without loss of strength or corrosionresistance.

Economical: Costly set-up time is greatly reduced (Seeinstallation illustration below.), and you save in shippingcosts too.

Wire Encapsulation: First, a rust proof sleeve isslipped over the steel rope and then it is encapsulated inindestructible Hytrel polyester elastomers.

4"

31"9"

3 1/2"

Wire Encapsulation:First, a rustproof sleeve is slipped over thesteel rope, and then it as encapsulated indurable rustproof plastic.

Stranded Steel Rope:Carbon steel, 1/2 " dia.,270 kip yield strength.

Shield Plate:Closes off slotted openingto prevent concrete slurryfrom leaking into forms.

Setting Up: After form preparation and rebar positioning,simply insert the new pulling irons into slotted openings on theform and tie to the rebar.Pouring: The integrally moulded shielding plate positionsneatly into the slots on the form to prevent concrete slurry fromleaking into the forms.Stripping: Since no bolting plates are required with the use

Installation

of the new pulling irons, all bolting and unbolting procedures areeliminated. After curing cycles, simply remove the piece fromthe forms.In Position: The securely embedded pulling irons are nowready for use. The noncorrosive, durable plastic materialencapsulating the stranded wire is exposed, assuring you offail-safe cable pulling procedures.

Shielding PlateRebar

Slotted FormOpening Slotted Form

Opening

Shielding Plate

Rebar

Shielding Plate

Patent # 3,916,590

Laplace


LA 12-1-04

1 1/8"9 1/8"

3 3/8"

1 1/4"

Manhole Step 10.4

Copolymer Polypropylene Plastic

10 3/4"

1/2" Grade 60 Steel Reinforcement

12"

A

A

Section A-A5 3/4"

All


LA 12-1-04Layout Sheet "Example" 11.1

Plan View

Sectional View

Isometric Viewof Walls Folding Out

Fold OutShowing Inside

of Box

Inside Floor

8"

8"

Pipe F.L. =

Elev.

Frame & Grate / CoverType / # ___________

Notes:a.) Use blank Layout Sheets to fill in pipe location, size, box dimensions & etc.

b.) For curb inlet boxes show curb size.

T.C. = __________F.L. = __________

Laplace


LA 12-1-04Catch Basin Layout Sheet (Square) 11.2

Plan View

Sectional View


of Box

Inside Floor

8"

8"

Pipe F.L. =

Elev.

Frame & Grate / CoverType / # ________________

T.C. = __________F.L. = __________

Laplace


LA 12-1-04Catch Basin Layout Sheet(Square) w/o Top 11.3

Plan View

Sectional View


of Box

Inside Floor

Pipe F.L. =

Elev.


T.C. = __________F.L. = __________

Laplace


LA 12-1-04Catch Basin Layout Sheet (Rectangular) 11.4

Plan View

Sectional View


of Box

Inside Floor

8"

8"

Pipe F.L. =

Elev.

T.C. = __________F.L. = __________


Laplace


LA 12-1-04

Notes:a.) Show Curb Side of Curb Inlet.

Curb Inlet Layout Sheet (Rectangular) 11.5

Plan View

Sectional View

Fold OutShowing Inside of Box

Inside Floor

Varies

Pipe F.L. =

Curb Elev.

Contractor to TopOut in Field

Std. Lip

T.C. = __________F.L. = __________

Laplace


LA 12-1-04

Notes:a.) Show Curb Side of Curb Inlet.

Curb Inlet Layout Sheet (Square) 11.6

Plan View

Sectional View

Fold OutShowing Inside of Box

Inside Floor

Pipe F.L. =

Curb Elev.

Contractor to TopOut in Field

Std. Lip

T.C. = __________F.L. = __________

Varies

Laplace


LA 12-1-04Layout Sheet(48" Manhole, Extended Base) 11.7

Conractor: _________________________ Job: _________________________ Phone: _________________________ Date: _________________________

Extended Base

6"

Base Type: Extended Base

Top of Casting: ________________

T.O.C.F.L.

Total Depth

Casting: _______________Brick Adj: _______________

Cone: _______________Flat Top: _______________

Riser: _______________Base: _______________

Base Thickness: ___8"___________

12

9 3

6

MH#

8"

Inv. Elev.:

Base Section

Eccentric Cone

T.O.S. Elev.=

in.

in.

Riser Section

Layout

Laplace


LA 12-1-04Layout Sheet(48" Manhole, Straight Base) 11.8

Conractor: _________________________ Job: _________________________ Phone: _________________________ Date: _________________________

Straight Base

Base Type: Straight Base

Top of Casting: ________________

T.O.C.F.L.

Total Depth

Casting: _______________Brick Adj: _______________

Cone: _______________Flat Top: _______________

Riser: _______________Base: _______________

Base Thickness: _______________

12

9 3

6

MH#

Inv. Elev.:

Riser Section

Eccentric Cone

T.O.S. Elev.=

in.

in.

Base Section

Laplace

Layout


LA 12-1-0412.1Reference Specifications

EngineeringSpecifications 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

All


LA 12-1-04

Comparison ofASTM C-76 Class Pipe

ToASTM C-655 D-Load Pipe

D-Load Range Class 1 D to 800 D Class 1 801 D to 1,000 D Class 21,001 D to 1,350 D Class 31,351 D to 2,000 D Class 42,000 D to 3,000 D Class 5Above 3,000 D No Equal Class Pipe

ASTM C-76 & ASTM C-655 Comparison 12.2

Engineering

All


LA 12-1-04

Selection of pipe sizes for flows as determined by Manning's equation:

V = 1.486/n ● R.66 ● S.5

Where; Q = A ● VSubstitute 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 = 736K 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 inchCMP - Corrugated Metal Circular Pipe - use n = 0.024RCA - Reinforced Concrete Arch - use n = 0.012RCB - Reinforced Concrete Box Culvert - use n = 0.012RCE - Reinforced Concrete Elliptical - use n = 0.012RCP - Reinforced Concrete Circular Culvert - use n = 0.012

A = Cross sectional area R = Hydraulic radius = area/inside permeterV = Velocity (fps) S = Slope of line (feet/foot)Q = Flow (cuft/sec) 1 cu ft = 7.48 gallons

Tables: Full Flow Constants 12.3

Engineering

FULL FLOW CONSTANTSfor

Circular, Elliptical, Arch Pipes and Box Sections

Use of TablesSubstituting Different Products at Full Flow Conditions

All


LA 12-1-04

Size / Type Equivalent Area Hydraulic KSize Radius

11 x 18 CMA 15 1.10 0.28 2915 CMP 15 1.23 0.31 3512 RCP 0.78 0.25 38

13 X 22 CMA 18 1.60 0.34 48

11 X 18 RCA 15 1.00 0.25 5418 CMP 1.77 0.38 5715 RCP 1.23 0.31 70

16 X 25 CMA 21 2.20 0.40 74

21 CMP 2.41 0.44 8613 1/2 x 22 RCA 18 1.65 0.30 91

18 X 29 CMA 24 2.80 0.45 10218 RCP 1.77 0.37 113

14 X 23 RCE 18 1.80 0.37 11624 CMA 3.14 0.50 123

15 1/2 x 26 RCA 21 2.20 0.36 13721 RCP 2.41 0.44 171

22 X 36 CMA 30 4.40 0.56 18518 x 28 1/2 RCA 24 2.80 0.45 203

30 CMP 4.91 0.63 22224 RCP 3.14 0.50 245

19 X 30 RCE 24 3.30 0.49 25227 X 43 CMA 36 6.40 0.68 306

27 RCP 3.98 0.56 33522 X 34 RCE 27 4.10 0.55 339

36 CMP 7.07 0.75 36122 1/2 x 36 1/4 RCA 30 4.40 0.56 368

31 X 50 CMA 42 8.70 0.79 41030 RCP 4.91 0.63 444

24 X 38 RCE 30 5.10 0.61 4563 X 2 RCB 5.78 0.63 524

42 CMP 9.62 0.88 54533 RCP 5.94 0.69 574

36 X 58 CMA 48 11.40 0.91 58926 5/8 x 43 3/4 RCA 36 6.40 0.68 613

36 RCP 7.07 0.75 7224 X 2 RCB 7.65 0.69 743

29 X 45 RCE 36 7.40 0.74 74648 CMP 12.57 1.00 778

40 X 65 CMA 54 14.30 1.01 79239 RCP 8.30 0.81 892

3 X 3 RCB 8.78 0.78 92331 5/16 x 57 1/8 RCA 42 8.80 0.80 938

5 X 2 RCB 9.50 0.74 96144 X 72 CMA 60 17.60 1.12 1045

Engineering

Tables: Full Flow Constants 12.4All


LA 12-1-04


54 CMP 15.90 1.13 106642 RCP 9.62 0.88 1090

6 X 2 RCB 11.32 0.77 109834 X 53 RCE 42 10.20 0.88 1156

45 RCP 11.04 0.94 131136 x 58 1/2 RCA 48 11.40 0.90 1315

4 x 3 RCB 11.65 0.90 134049 X 79 CMA 66 21.30 1.23 1345

60 CMP 19.63 1.25 14107 X 2 RCB 13.11 0.80 1422

48 RCP 12.57 1.00 155638 X 60 RCE 48 12.90 0.97 1565

8 X 2 RCB 15.11 0.82 163954 X 85 CMA 72 25.30 1.34 1692

5 X 3 RCB 14.50 0.98 177040 X 65 RCA 54 14.30 1.01 1783

66 CMP 23.76 1.38 181851 RCP 14.19 1.06 1828

4 X 4 RCB 15.65 1.04 199054 RCP 15.90 1.13 2131

43 X 68 RCE 54 16.60 1.11 21966 X 3 RCB 17.32 1.04 2200

63 X 87 CMA 78 31.00 1.52 225672 CMP 28.27 1.50 2293

45 X 73 RCA 60 17.70 1.13 237667 X 95 CMA 84 35.00 1.59 2624

7 X 3 RCB 20.11 1.09 26375 x 4 RCB 19.50 1.16 2660

60 RCP 19.63 1.25 282178 CMP 33.18 1.63 2840

48 X 76 RCE 60 20.50 1.23 29108 X 3 RCB 23.11 1.13 3106

91 X 103 CMA 90 40.00 1.70 31356 X 4 RCB 23.32 1.25 3350

84 CMP 38.48 1.75 34605 x 5 RCB 24.50 1.30 3620

66 RCP 23.76 1.38 363653 X 83 RCE 66 24.80 1.35 375354 X 88 RCA 72 25.60 1.35 386710 X 3 RCB 28.61 1.19 3978

7 X 4 RCB 27.11 1.33 405090 CMP 44.18 1.88 416772 RCP 28.27 1.50 4587

6 X 5 RCB 29.32 1.42 4590

Engineering



LA 12-1-04


58 X 91 RCE 72 29.50 1.48 47348 X 4 RCB 31.11 1.39 4790

96 CMP 50.27 2.00 49409 X 4 RCB 34.87 1.65 5503

7 X 5 RCB 34.11 1.52 559078 RCP 33.18 1.63 5679

62 X 102 RCA 84 34.60 1.57 578463 X 98 RCE 78 34.60 1.60 5856

6 X 6 RCB 35.32 1.56 588010 X 4 RCB 38.61 1.60 62168 X 5 RCB 39.11 1.60 6630108 CMP 63.62 2.25 6764

84 RCP 38.48 1.75 692011 X 4 RCB 42.32 1.52 69309 X 5 RCB 43.88 1.67 7654

68 X 106 RCE 84 40.10 1.72 7140

7 X 6 RCB 41.11 1.68 720012 X 4 RCB 46.00 1.55 7633

114 CMP 70.88 2.38 782372 X 115 RCA 90 44.50 1.77 8056

90 RCP 44.18 1.88 83218 X 6 RCB 47.11 1.78 8575

72 X 113 RCE 90 46.10 1.85 858410 X 15 RCB 48.61 1.73 8690

7 X 7 RCB 48.11 1.82 8880120 CMP 78.54 2.50 8959

11 X 5 RCB 53.32 1.79 973377 1/4 x 122 RCA 96 51.70 1.92 9872

96 RCP 50.27 2.00 98789 X 6 RCB 52.88 1.87 9950

77 x 121 REC 96 52.40 1.97 101908 x 7 RCB 55.11 1.94 10600

12 X 5 RCB 58.00 1.83 1075410 X 6 RCB 58.61 1.95 11300

102 RCP 56.75 2.13 1162082 X 128 RCE 102 59.20 2.09 11980

9 X 7 RCB 61.88 2.05 123508 X 8 RCB 63.11 2.07 1270011 X 6 RCB 64.32 2.02 12730

108 RCP 63.62 2.25 13530

87 1/8 x 138 RCA 108 66.00 2.17 1369087 X 136 RCE 108 66.40 2.22 13970

10 X 7 RCB 68.61 2.14 1410012 X 6 RCB 70.00 2.08 14100

Engineering



LA 12-1-04


9 x 8 RCB 70.88 2.20 14800114 RCP 70.88 2.38 15620

11 X 7 RCB 75.32 2.22 1590010 X 8 RCB 78.61 2.31 17000

9 X 9 RCB 79.88 2.33 1740012 X 7 RCB 82.00 2.30 17689

120 RCP 78.54 2.50 1792096 7/8 x 154 RCA 120 81.80 2.42 18312

97 X 151 RCE 120 82.00 2.46 1849011 X 8 RCB 86.32 2.41 1920010 X 9 RCB 88.61 2.46 2000012 X 8 RCB 94.00 2.50 21400

11 X 9 RCB 97.32 2.57 2260910 X 10 RCB 98.61 2.59 22894

132 RCP 95.03 2.75 2310012 X 9 RCB 106.00 2.67 25268

11 X 10 RCB 108.32 2.72 26100144 RCP 113.10 3.00 29132

12 X 10 RCB 118.00 2.83 2930011 X 11 RCB 119.32 2.85 29700

12 X 11 RCB 130.00 2.98 3334012 X 12 RCB 142.00 3.11 3750015 X 15 RCB 223.00 3.87 68042

Engineering



LA 12-1-04

Engineering

Round Pipe Discharge Curves(Manning's Formula)

12.8

5.00

4.00

2.00

3.00

1.001.201.401.60

0.900.800.700.600.50

0.40

0.30

0.20

0.160.140.120.100.090.080.070.060.05

0.04

0.03

0.02

0.0160.0140.0120.0100.0090.0080.0070.0060.005

1,4001,2001,000

900800700600500

400

300

200

16014012010090807060504030201614121098765

201614121098765 200

16014012010090807060504030 1,4001,2001,000900800700600500

400

300

n = 0.010n = 0.011

n = 0.012n = 0.013

Discharge in Cu. Ft. per Second

Discharge in Cu. Ft. per Second (n = 0.010)

Slope of H

ydraulic Grade Line in Feet per 100 Feet

1

2

3

4

5

6

8

9

10

12

14 1816 20 22 24 26 28 30 32

AVERAGE VELOCITY

DIA

ME

TER

108

96

84

7266

60

54

48

42

36

30

27

24

21

18

157'/sec.

All


LA 12-1-04

Engineering

Arch Pipe Discharge Curves(Manning's Formula) 12.9

5

5.00

4.00

2.00

3.00

1.00

1.201.401.60

0.900.800.700.600.50

0.40

0.30

0.20

0.160.140.12

0.100.090.080.070.060.05

0.04

0.03

0.02

0.0160.0140.0120.0100.0090.0080.0070.0060.005

1,4001,2001,000

900800700600500

400

300

200

1601401201009080706050403020161412109876

201614121098765 200

18014012010090807060504030 1,4001,2001,000900800700600500

400

300

n = 0.010n = 0.011

n = 0.012n = 0.013

Discharge in Cu. Ft. per Second

Discharge in Cu. Ft. per Second (n = 0.010)

Slope of H

ydraulic Grade Line in Feet per 100 Feet

AVERAGE VELOCITY

1

3

2

4

5

6

8

9

7'/sec.

10

12

1416 18 20 22 24 302826 35

87 x 138

77 x 122

71 x 115

63 x 102

54 x 88

RIS

E x S

PAN

45 x 74

40 x 65

36 x 58

31 x 5127 x 44

23 x 3618 x 28

15 x 26

13 x 22

All

Date post:	13-Feb-2017
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