DR0002-SP021125U oo-oz
CERTIFICATION
Project: Meadowcreek Road
Hanson Pipe & Products, Inc.
Location: Coppell Submittal Date: November 25, 2002
Texas
Contractor: R -Con Const. Engineer: Revision Date:
This is to certify that the following quantities were /will be manufactured In accordance with ASTM C -789 (latest revision),
PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS STORM DRAINS AND SEWERS
Structure Size Wall Joint Type Of
Quantity Number LSpan x Rise) To & Bott om Length Joint
175.00' N/A 6'x 5' Wall = 7.00" 4', 6', 8' ' Tongue & Groove
Top = 8.00"
Bottom = 7.00"
E-
175.00 Lf. (Page Total)
Subscribed and sworn
. t n./1 i_'
Signature 4 J/Jr%/V/IAIC
My Commission Expires
BONNIE L. BOBBITT
Notary Public
• State of Texas
Comm. Expires )2 -20 -2005
Design
Table 1
2' to 12' Fill
` Preformed Plasticized Joint Material
I . -. .
R. T. Smith
X MCr789.XLS Page 1 of 1
CERTIFICATION
Hanson Pipe & Products, Inc.
Project: Meadowcreek Road
Location: Coppell
Submittal Date: November 25, 2002
Texas
Contractor: R -Con Const.
Engineer:
Revision Date:
This is to certify that the following quantities were/will be manufactured in accordance with ASTM C -76 (latest revision),
REINFORCED CONCRETE CULVERT STORM DRAIN AND SEWER PIPE,
Structure
Size
Joint Type Of
Quantity Number
(Diameter)
Wall Length Joint Class
4.00' N/A
18"
2.50" 4' ` Tongue & Groove 3
12.00' N/A
54"
5.50" 4' ' Tongue & Groove 3
• Preformed Plasticized Joint Material
Fe-C BONNI E L. BOBBITT
Notary Public
State of Texas
omm. Expires 12 -20 -2005
16.00 Lf. (Page Total)
Subscribed and sworn be r ,
RY PUB IC Thi ay
of
Signature '
My Commission Expires
I .- a & A
R. T. Smith
X MCr76.XLS Page 1 of 1
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T -Ta .
6' x 5'
R. C. Box Culvert Scored For 36" Hole In The Top
noel
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e'- o"(Juint Length) I
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Ac
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IB 1
Side View
End Vlew(Somixt) -Top
As (Top Hole) = 2 Each AS Bars @ 2" c.c. Each Side Of Hole In AddiGOnTo As2.
Ac (Top Hole) = 2 Each #6 Bars o) 2' c. c. Each Side Of Hole In Additn To A0.
AI (Top Hole) = 2 Each #6 Bars 94" Long @ 2" c. c. Each Side Of Hole Top & Bottom.
r c ®meem R-Uoa cons
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span fF'aL` 5
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wx;=eek 5'
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i.) Hole In Top For Manhole.
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Plan View -Too Hole Hanson Pipe & Products, Inc.
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CIFIGi.
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aoa.IQ.
M .UFA.. V
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NUlr1l3E
Meadoweleek Road
Doppall
AsTM G789 (95a)
12J+.7g1
1221 /ot
Cread Prairie
T eras
Talde 1. 2 FT
D. Smith
D. s.b
Texas
S-2
T -Ta .
Dace: 1/10/02 C -789 Shop Drawing (2 Cage Design) Time: 4:16 PM
R- Con - Meadow reek- 6x5.xls - English
6' x 5' R. C. Box Culvert
Top, Bottom Or Wall ---,I'
F 112 Wall
6' Ref.
4"
Bell Spigot
f3/8"
Hi'- To
1/2" Min.
CV- All Other Points
2" Max.
As2 - Top To Springline
s - ottom o pang Ine
Asl
CH'-To
Joint Detail
'Co' - All Other Points
Span: 6'
Top: 8.00"
Rise: S'
Bottom: 7.00"
Joint Len the 8.00'
Wall: 7.00"
Contractor: R -Con Const
Sales Order No: 20173
- No Scale -
Work Order No: 14536
All Dimensions Subject To Hanson Pipe & Products
Steel Purchase Order No: 26.292
Allowable Specification Tolerances
PROJECT
LOCATION
SPECIFICATION
DATE
I REVISION
MANUFACTURING PLANT
DRAWING
Meadowcreek Road
Co ppell
(MOD) ASTM C 789 -95a -Table 1
1/10/02
Grand Prairie
NUMBER
Texas
Fill = 2.00'
HGM
Texas
2 of 2
R- Con - Meadow reek- 6x5.xls - English
Date: 1/10/02
C -789 Shop Drawing (2 Cage Design)
6' x 5' R. C. Box Culvert
CL
Wall 'Ho' I Notes
/ Ev 'Hi' As2
E I Ri
I
Syme e ed About
Cennterline
I
Notes'F' 8'G'
Max. Radius
'Ci
ifil
As3
Precast R. C. Box Culvert:
Specification: (MOE
Fill: 2.00'
Joint Length: 8.00'
able Variations:
Dimension'Ci'= 1.00"
Dimension'Co' = 1.00"
Dimension'D'= 4.00"
Dimension'Eh'= 7.00"
Dimension'EV = 7.00"
Dimension'Hi' = 1.00"
Dimension 'He = 1.00"
Time: 4:16 PM
ASTM C 789 -95a - Table 1
Top: 8.00"
Span: 6' Bottom: 7.00"
Rise: S' Wall: 7.00"
(+1/2", -3/8 ")
( +1/2 ", -3/8 ")
For Walls Greater Than 6"
Haunch Equal To The Wall Dimension
Haunch Equal To The Wall Dimension
( +1/2 ", -3/8 ")
( +1/2 ", -3/8 ")
As1 = 0.240: W4.01W3.5 x 216 x 94
As2 = 0.360: W6.01W3.5 x 2/6 x 94
As3 = 0.290: W4.81W3.5 x 2/6 x 94
ptes - ASTM C 789 -95a
A.) 28 Day Concrete Strength Will Be Equal To Or Greater Than 5,000 Psi.
B.) Each Length Has (2) 2 -1/2" Diameter Lift Holes In The Top Slab.
C.) This Design Meets Or Exceeds ASTM C 789 -95a And AASHTO M -259
D.) Welded Wire Fabric Meets Or Exceeds ASTM A -185.
E.) Fy = 65 ksi.
F.) Laps May Be Placed At Centedine Of Span Or At The Sides As Required
To Facilitate Production.
G.) Laps Shall Conform With Applicable Section Of ASTM C 789 -95a
D' C o ,
(TYPO F 8 G
Section
Span: 6' Top: 8.00"
Rise: S' Bottom: 7.00"
Joint Len the 8.00' Wall: 7.00"
Contractor: R -Con Const.
Sales Order No: 20173
Work Order No: 14536
Meadowcreek Road
- No Swle -
AII Dimensions subject To
Coppell I (MOD) ASTM C 789 -95a - Table 1
Texas Fill = 2.00'
1/10/02
HGM
anson ripe
Grand Prairie
Texas 1 of 2
R - Con - Meadowcreek- 6x5.x1s - English