DR0501-SP060424 (5)ONSTRUCTION
SUBMITTAL COVER
SHEET
Project.
Contract #
Section
Submittal #•
ro. Larry Davis Dare.
Construction Inspector
255 Parkway
Coppell, Texas 75019
Division
Description
# 200
36 " RCP & Accessories
Quantity Remarks
5
ILI
Wagon Wheel Park Outfall Structure
Project
Q- 0306 -02
Ili
4/24/2006
36 INCH RCP
Reinforced Concrete Pipe
I
L
aying � ength
Note-
Conforms to current ASTNI C-76 or C-655 specifications
for reinforced concrete ppe
Dimensions vary, contact manufacturer
Wall C available in some market areas
T7LE
Ongue and GC Oove Pipe
-No Scale-
All dimensions subject to allowabic
specification tolerances-
1 4, PAGE D ATE
-10 ■Hansoonn
Basic Dimensions
Aprox.
Pipe
Inche
Laying Wall Bell
Langht Thickness Diameter
(Feet'i i �Inches)
W11. Fit
(Pounds)_i
6
6 -F. 2
0 8
14
�34
36 1
4-6-8 t 4 44
524
5) 4
.. :.;2
_-Z
34
4 1 i ( j
Note-
Conforms to current ASTNI C-76 or C-655 specifications
for reinforced concrete ppe
Dimensions vary, contact manufacturer
Wall C available in some market areas
T7LE
Ongue and GC Oove Pipe
-No Scale-
All dimensions subject to allowabic
specification tolerances-
1 4, PAGE D ATE
-10 ■Hansoonn
Reinforced Concrete Pipe
- - --------- . . . . ...........
A-1 (Straight Pipe - Closed joint Radius B-1 (Radius Pipe - Closed Joint)
Maximum Put(
of Joint is Half of
Tongue Length"
Ik
-T—
- - ----- --- i
`4
---------
A-2 (Straight Pi PulledJoint) Rarh1:s sadiuE B-2 (Radius Pipe + Pulled Joint)
Standard Radius Design Data
Note -
• For special radius design contact manufacturer
Dimensions vary contact manufacturer
- Joint opening subject to local specifications
- =TLE
Tonque and Groove Radim.; Pipe
-No Scale-
All dimensions subject to allowabl
specification tolerances.
-AGE i DATE
Emig
Hansion
Oil
-3
3 -C)
4
36 i
4 I 120 1
65 l 45
4")
25
J
r
7C3
Note -
• For special radius design contact manufacturer
Dimensions vary contact manufacturer
- Joint opening subject to local specifications
- =TLE
Tonque and Groove Radim.; Pipe
-No Scale-
All dimensions subject to allowabl
specification tolerances.
-AGE i DATE
Emig
Hansion
Reinforced Concrete Pipe
i
a
j e -
t � I
0
A _
m j '
0�
T
l Plan View
-- - - - -- l
- - - - - - -- - - - -
j
Approximate section
-No Scale-
All dimensions subject to allo
specmt;a: ion tolerames
TITL SECTION.PAGE GA _ I■-',■
Tongue and Groove Pipe Hansen
L
Typical Concentric Wye 3- 12-04
EVERSRIP 990 - STRIPS
POLYMER MODIFIED CONCRETE JOINT SEALANT
0
t
-_ Evergrip 990 is a concrete joint sealant made with a unique blend of
asphalts enriched with high grade polymer. Available in convenient
strips, Evergrip 990 is a preformed, ready -to -use, flexible gasket that
provides an excellent seal for concrete pipes, culverts, manholes and
other precast concrete joints.
i I. *EF4W
GSAC
A
��. �:ry ^ »., tt<:xl_fa -c! ~ It't IC" hatl 4•, l:rfT
A polymer modified sealant, Er 9 offers sig nificant
advantages over non- modifie sealants•
- 60% more adhesive strength
- 366% more cohesive strength
- Greater elasticity
- 40% higher ductility
- Consistent performance over a voider range of temperatures
- Provides watertight seal
- For concrete joints of all sizes and shapes
- Extruded strips for easy application
- Available in standard sizes and lengths
- Asbestos free
- Odorless
- 100% solids
- No primer necessary
- No shrinkage
EVERGRIP 990 STR1rS
POLYMER MODIFIED CONCRETE JOINT SEALANT
Evergrip 990 meets or exceeds all requirements ofASTM C 990,
U.S. Federal Specifications SS -S-2I OA,Type 1, Rope Form and
AASHTO Designation M -1" 75 ),Type B. Certified to meet or
exceed highway department specifications.
Concrete surfaces to which sealant is to be applied must be clean
- ( and dry. Remove all mud, dirt, grease, oil and loose particles.
o
APPLICATION
Remove release paper from one side of sealant. Leave the outside
I
i • ' paper in place to protect the Sealant from contamination and
L- s tretching. Attach the sealant end to end to the leading edge of the
A S o A . $ tongue or groove of each pipe joint until a continuous gasket is
established around the entire circumference of the pipe joint. Press
material firmly into place through the outside paper. Remove the
outside paper just prior to jointing the pipe.Avoid contaminating
the exposed sealant with any foreign materials. Any contaminated
sealant should be removed and replaced. Do not disturb the gasket
A) Sealant Placement
B) joint After Compression
GULF STATES ASPHALT CO., L -P. ,
P C) 81:7A 5tJ8
4,11lr Hnsj -, r 'Texas 1 7587
EVERGRIP 990- STRIPS
POLYMER MODIFIED CONCRETE JOINT SEALANT
PACKAGING
(ENGLISH
Ductility @ 77 (cm), min.
STANDAR137
Min. softening point
SEALANT SIZE
PIECES /CARTON
F- MICARTON
3/4" x 2'6"
SO -120
SO
No leaks (24 hrs.)
125 ft
I" x 2'6"
Chemical resistance
35
87.S ft
i" x 3'6 "
35
122.5 ft
1 1/4" x VC
28
98 ft
1 1/2" x 3'6"
20
70 ft
1 3/4" x 3'6"
13
45.S ft
2" x 3'6"
i 0
35 ft
PIP— PACKAGING
SEALANT SIZE
(METRIC)
PfECES I
CARTON
MICARTON
19mm x 762mm
S0
38.1 m
25.4mm x 762mm
35
26.7m
25 4mm x 1067mm
3S
37.3m
31 7Smm x 1067mm
28
29 9m
38.Imm x 1067mm
20
21.3m
44.45mm x 1067mm
13
13.9m
50.8mm x 1067mm
to
10.7m
3
placement. Any displaced sealant should be repositioned prior to
jointing the pipes.
Read pipe manufacturer's instructions for proper pipe jointing proce-
dures.The trench can be backfilled as soon as the joining process has
been completed.
Conditions must preclude contamination of the sealant during the
installation process by any foreign material such as silt or mud.
Store in a dry area protected from the elements. Do not stack car-
tons over six high.
Scrape excess sealant off surfaces. Asphalt stains can be removed
with non - hazardous, bio- degradable cleaners. Use waterless hand
cleaner on skin. Follow cleaner manufacturer's instructions carefully.
Do not use flammable or combustible petroleum based solvents.
Bitumen, % by wt. 50 -70
Inert filler content, % by wt. 30-50
Volatile matter, max. % by wt. 2.0
Specific gravity @ 77"F/25'C, (gr /ml)
1.2 -1.3S
Ductility @ 77 (cm), min.
S.0
Min. softening point
320'F/160
Min. flash paint, C.O.C.
600'F/31 S'C
Penetration @ 77'F /25'C, 150 gms, 5 sec. (dmm)
SO -120
Adhesion and hydrostatic pressure
No leaks (24 hrs.)
Sag or flow resistance
No sagging
Chemical resistance
No visible deterioration
Read and understand MUDS sheet before use.
GULF STATES ASPHALT CO., L.P.
PO Snx VIS
5<yum Hooiston T4xas 775.87
7444- phnnr I- WX)-667 -0987
n