ST9905-SP070306JOHNSON COUNTY PIPE, 1NC.
An American Owned Company
February 7, 2007
IFI
J & T Excavating
2716 Remington Drive
Royce City, TX 75189
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Re: Construction of Bethel Road & Bass Pro Drive
Coppell and Grapevine, TX
18" thru 54" Class 3 Reinforced Concrete Tongue & Groove Pipe
This is to certify that the reinforced concrete pipe meets or exceeds the
requirements of ASTM specifications C76, C506, C507, C655 and precast
concrete box culvert meets or exceeds the ASTM specifications for C1433-03
(and/or C789-98 or C850-98) for the class or D-load of the pipe manufactured by
Johnson County Pipe, Inc. for the above referenced job.
Bruce J nson
Project Coordinator
800 CR 209, P O Box 1588
Alvarado, TX 76009
(817)783-3444 fax (817)783-6002
Johnson County Pipe, .Inc.
MATERIAL SAFETY DATA SHEET
for
Johnson County Pipe
.. ~ •- •
Material Identi (Trade Names : Concrete Pipe and Box
Manufacturer's Name: Johnson Coun Pipe, Inc. Emer enc Telephone Number: (817) 783-3444
Address: 800 CR-209 Telephone Number for Information: (817) 783-3444
Alvarado, TX 76009
~. -~ - .-
Hazardous Components CAS OSHA ACGIH MSHA
(Chemical Identity/Common Names) No. PEL TLV PEL
Quartz (Si02) 10mg/M3 (as free Crystalline Silica)
%SiOp + 2
Boiling Point NIA Specific Gravity (H20 = 1 } N/A
Vapor Pressure (mm Hg) N/A Melting Point N/A
Vapor Densi Air = 1) N/A Evaporation (But I Acetate = 1 N/A
Solubility in Water: Not Soluble
Appearance and Odor: Odorless Solid
~.
Flash Point: Not Combustible Flammable Limits: Not Flammable LEL: NIA UEL: NIA
Extinguishing Media: This material is noncombustible. Use extinguishing media appropriate to surrounding fire.
Unusual Fire and Ex losion Hazards: None
Stability: Unstable Conditions to Avoid: None
Stable X
Incompatibility (Materials to Avoid): None
Hazardous Decom osition or B products: None
Hazardous Pol merization: Not known to occur
.~
Route(s) of Entry: Inhalation? es Skin? no In estion? es
Health Hazards: Sawin or grindin may result in release of dust particles which ma cause minor irritation of the
e es or nose.
C:nrnnir. FffP~tG~ Result in luna disease (Silicosis) if exposed to excessive amounts for prolonged periods.
Page 1 of 2
~ • ~. • ~•
Carcinogenicity: NTP IARC Monographs OSHA Regulated
no no no
Signs and Symptoms of Exposure: Irritation of the a es and nose, shortness of breath.
Medical Conditions Generally Aggravated by Exposure: Pre-existing lung disease such as Emphysema or Asthma.
Emergency and First-Aid Procedures:
Eyes: Flush eyes generously with water for 15 minutes. If irritation persists, contact a physician.
Inhalation of Dust: Remove exposed person to fresh air and support breathing as needed. Consult a physician
immediate) if irritation ersists.
Steps to Be Taken in Case Material is Released or Spilled: Sweep up and discard.
Waste Disposal Method: Dis ose of as common waste.
Precautions to Be Taken in Handling and Storin :None
Precautions: Wear NIOSH a roved res irator and ti ht fittin o les when sawin or rindin .
Resiratory Protection: NIOSH approved particulate respirator.
Ventilation: Local Exhaust: Other:
Mechanical (General): In confined area. Special:
Skin Protection: E e Protection: Ti ht fitting safet ogles.
Other Protective Clothin or Equipment: None
Work/Hvaienic Practices: N/A
Disclaimer: The information contained in this Material Safety Data Sheet is based on technical data that the
company believes to be accurate.
Page 2 of 2
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Standard Joints and Gaskets
^
i
Standard Joints and Gaskets
Product Description
The shape and material used to produce standard joints and gaskets
is based on specific applications. The most frequently used gasket
materials include polyisoprene and oil resistant neoprene. Standard
gasket shapes include round 0-Ring and truncated D-Ring joints.
Custom shapes are manufactured to meet specific project standards
and requirements.
Uses/Applications
Standard joints and gaskets are used in concrete pipe projects.
Specifications
ASTM C 478 standard specifications for precast reinforced concrete
manhole sections
AASHTO M 199 standard specifications for precast reinforced
concrete manhole sections
ACI Standard 318 building codes, requirements for reinforced concrete
ASTM C 478 standard specifications for precast reinforced concrete
manhole sections
AASHTO M 199 standard specifications for precast reinforced
concrete manhole sections
ACI Standard 318 building codes, requirements for reinforced concrete
Complementary/Accessory Products
Other specialty materials can be used to make Rinker Materials
gaskets when specified.
Product Technical Information
P. roduct_Drawn.g
Tools exist for this product
Where to Purchase
Page 1 of 2
http://www.rinkermaterials.com/ProdsServices/ConcretePipe/CP_StdJointsGaskets.shtml 6/9/2006
04/.06/2006 13:24 5175367003 DELTA PIPE 1752 PAGE 02
INSTALLATION GUIDE
on A
Slip gasket over ton
WARNING: OMiVI-F
loose thei
below:
GASKET S1Z~S AS
~R1NtE D ON PARTS
3/6" x 3/8"
1/2" x 3/8"
3/4" x 3/8"
1 /2" x 1 /2"
3/4" x 1/2"
7/8" x 1/2"
1-1/6''x 1/2"
U2" x 3/4"~
5/B" x 3/4"
3/4" x 3/4" ',
718" x 3/4"
~ Smaller gaps mey be
DALLAS/FT WORTH
~6?4 MLK Pwy, She. ?ou
PoR Worth, TX 76t 14
PN: 817-5?6.!211
FAX: A17-536-703
Or1/INIM~LEX®
H, ELLIPTICAL & RQUND PIPE
and position it against shoulder as shown (a). Couple up.
,6X® contains thousands of rGbberized air ceils~ which may
effectiveness if crushed. It is crucial to maintain the joint gaps,
JT CAP RANGE)
It!L * !-lIAX~
V6" 3/4"
/e" ~/a~,
/p^ 1"
/2" 1-1/8"
/2" 1-1/4"
/2' 1-3/8"
l/4" 1-1/2"
!/4" 1-112"
!/4" 1-5/8"
3/4" 1-518"
for fluid
Place gasket o11 tongue for b®at ~oNtratiM resistance.
"OUTER JOINT GAP' applies `
OUTEf~ JOINT GAP
INNER JOINT GAP
place gasket in groove for best a~c[iIt[aIiRII resistance.
"INNER JiDINT G/lp" appies
MATERIALS"'
DELTA Pt)'E PRODUCTS
1027 Oakbrook pkwy.
GafneaviNa, GA 30307
PN: na7te-9~o3
FAX: 770-715.1851
GULF sTATES ASPHALT CO., L.P.
July 15, 2002
Mr. Je$Basset ,
Conroe Pipe, inc.
wear Jed
Attached is aw data sheet for fivergrip 944 Concrcte Toint Sealant. We do not require the
pipe to primed prior to sealant installation.
We ran a hydrostatic pressure test in accordance with ASTM Specification C99o with
unprimed cotrcxete pipe snd it passed.
RespectS~lly,.
Gam'-'
Mark Platz
Vicc.President of Sales
300 GHRIS'fY PLACE P.O. Sax boa SOUTH H~USTQN, Tx. 77567-0508
SALES BOd.662.0987 MAIN 713.941.4410 FR}C 713.947.4906
EVER6RIF 480-STRIPS
POLYMER MDDIFIED CONCRETE JDINT SEALANT
POLYMER MODIFIED CONCRETE JOINT SEALANT
. o , ^ . o > °
BOO •o •O -o- -°.
.°
.oo-
A B A• B
A) Sealant Placement
B) Joint After Compression
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.
A polymer modified sealant, Evergrip 990 offers significant
advantages over non-modified sealants:
• 60% more adhesive strength
• 36b% more cohesive strength
• Greater elasticity
• 40% higher ductility
• Consistent performance over a wider 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 meets or exceeds all requirements ofASTM C 990,
U.S. Federal Specifications SS-S-21 OA,Type I, Rope Form and
AASHTO Designation M-198 75 I,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.
Remove release paper from one side of sealant. Leave the outside
paper in place to protect the sealant from contamination and
stretching. Attach the sealant end to end to the leading edge of the
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
~I~L~ ~t+!4TiE~e ~4~i~l~Ae.~'1° ~~.v ~.~:
~:
EVER6RIP 990 STRIPS
EYER6R[P 990-57RIP5
POL]fMER MODIFIED CONCRETE JOINT SEALANT
~ ~
SEALANT SIZE PIECES/CARTON FT.ICARTON
3/4" x 2'6" 50 125 ft
1" x 2'6" 35 87.5 ft
I " x 3'6" 35 122.5 ft
1114" x 3'6" 28 98 ft
1 1/2" x 3'6" 20 70 ft
1314" x 3'6" 13 45.5 ft
2" x 3'6" 10 35 ft
SEALANT SIZE PIECES /
CARTON M/CARTON
19mm x 762mm 50 38.1 m
25.4mm x 762mm 35 26.7m
25.4mm x 1067mm 35 37.3m
31.75mm x 1067mm 28 29.9m
38. I mm x I Oblmm 20 21.3m
44.45mm x t067mm 13 13.9m
50.8mm x 1067mm 10 10.7m
Bitumen, % by wt.
Inert filler content,'6 by wt.
Volatile matter, max. % by wt.
Specific gravity @ 77~F/25~C, (gr/ml)
Ductility @ 77~F/25~C, (cm), min.
Min. softening point
Min. flash point, C.O.C.
Penetration @ 7T~F125~C, 150 gms, 5 sec. (dmm)
Adhesion and hydrostatic pressure
Sag or flow resistance
Chemical resistance
Reod and understand MSDS sheet before use.
50-70
30-50
2.0
1.2-1.35
5.0
320~F1160~C
600~F/315~C
50- 120
No leaks (24 hrs.)
No sagging
No visible deterioration
+~Ilui~l~ ~~~Y~.~'f APMr4,t.'l~ 4±4~~ ~..~:
~C'O~ep~t~ t~-(r~i2rl
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.