ST9905-SP070405 (2)JOHNSON COUNTY PIPE, INC.
An American Owned Company
March 23, 2007
ICA~
J & T Excavation
2716 Remington Drive
Royce City, TX 75189
Re: Construction of Beltline Road Project
Dallas County, TX
• Systems
PROJECT ~~'e~ (~Q$ S
DiATE RECD
A>rrRiOYED4
Faheiation ! L~lietion mry be tmdertrl~m.
Appeoval ron not entltorize oheoga is the Cootlact
Smn a Ccateart Time.
[~ ~ttROVEDws coizlc>~cT>ED,
Fibriwlioa / Installation may be nod~ertdren.
Appevval doa not authorize elumEes in the Contract
Stem of Caotnct Tiaoe.
,[~~ i REVISEAMIlitESUBMIT,
'IIK Inetellotlau MAY DiOQ' be md~agl~em.
In reaabmittias. limit coa+ecalons to me items marlt~ed.
Q NOA TA,i~N,
aantract
gy; DAT1C:
R ~ miter ateod. oor atlas aoy cootraoaua
ob oF16t F~pnees /review does not relieve the
iirom oomplyieS with art raqui:raneota of the
coatract doctm~eaa.
18" thru 48" Class 3 Reinforced Concrete Tongue & Groove Pipe
42" Class 4 Reinforced Concrete Tongue & Groove Pipe
5' x 3' Class C1433 Reinforced Concrete Tongue & Groove Box Culvert
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 hnson
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 Pi e, Inc. Emer enc Tele hone 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)
%Si02 + 2
Boiling Point N/A Specific Gravity (HZO = 1) NIA
Vapor Pressure (mm H) N/A Meltin Point N/A
Va or Densi Air = 1) NIA Evaporation (Bu I Acetate = 1) N/A
Solubility in Water: Not Soluble
A pearance and Odor: Odorless Solid
.. ~.
Flash Point: Not Combustible Flammable Limits: Not Flammable LEL: NIA UEL: N!A
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 Ent Inhalation? es Skin? no In estion? es
Health Hazards: Sawin or rindin ma result in release of dust particles which ma cause minor irritation of the
e es or nose.
Chronic Effects: Result in tun disease Silicosis if exposed to excessive amounts for proton ed periods.
Page 1 of 2
. ~. -~
Carcinogenicity: NTP IARC Monographs OSHA Regulated
no no no
Si ns 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 S filled: Sweep u and discard.
Waste Disposal Method: Dispose of as common waste.
Precautions to Be Taken in Handlin 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 fittin safety oggles.
Other Protective Clothin or Equipment: None
Wnrk/Hvaienic Practices: N/A
Disclaimer: The information contained in this Material Safety Data Sheet is based on technica- data that the
company believes to be accurate.
Page 2 of 2
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JOHNS DN COUNTY PIPE, 1NC.
nn AmM2w UwneN (:Ompen/
4' x 2' to 8' x 8', 8' Joint with 6" Haunch
Symmetrical
r ~ n..e
-}_ RI E
SPAN Twwu
Taorraiaue
800 CR 209, PO Box 1588
Alvarado, TX 76009
817-783-3444 fax 817-783-6002
Dimensions and Approximate Weights of Concrete Box Sections
ASTM C789 -Precast Reinforced Concrete Box Sections
Thickness
Span
{ft.) Rise
(ft.) Top
Slab Bottom
Slab
Wall Waterway
Area
s . ft. Approx.
Weight
Ibs.lft.
4 2 5 5 5 7.7 910
4 3 5 5 5 11.7 1030
4 4 5 5 5 15.7 1160
5 2 6 6 6 9.1 1340
5 3 6 6 6 14.5 1430
5 4 6 6 6 19.5 1580
5 5 6 6 6 24.5 1730
6 2 7 7 7 11.1 1710
6 3 7 7 7 17.3 1880
6 4 7 7 7 23.3 2060
6 5 7 7 7 29.3 2230
6 6 7 7 7 35.3 2410
7 3 8 8 8 20.1 2400
7 4 8 8 8 27.1 2600
7 5 8 8 8 34.1 2800
7 6 8 8 8 41.1 3000
7 7 8 8 8 48.1 3200
8 4 8 8 8 31.1 2800
8 5 8 8 8 39.1 3000
8 6 8 8 8 47.1 3200
8 7 8 8 8 55.1 3400
8 8 8 8 8 63.1 3600
9 5 9 9 9 43.9 3660
9 6 9 9 9 52.9 3880
9 7 9 9 9 61.9 4110
9 8 9 9 9 70.9 4330
9 9 9 9 9 79.9 4560
10 5 10 10 10 48.6 4380
10 6 10 10 10 58.6 4630
10 7 10 10 10 68.6 4880
10 8 10 10 10 78.6 5130
10 9 10 10 10 88.6 5380
10 10 10 10 10 98.6 5630
11 4 11 11 11 42.3 4880
11 6 11 11 11 64.3 5430
11 8 11 11 11 86.3 5980
11 10 11 11 11 108.3 6530
11 11 11 11 11 119.3 6810
12 4 12 12 12 46.0 5700
12 6 12 12 12 70.0 6300
12 8 12 12 12 94.5 6900
12 10 12 12 12 118.0 7500
12 12 12 12 12 142.0 8100
ASTM C850 - Precast Reinforced Concrete Box Sections
Thickness
Span
(ft.) Rise
(ft.) Top
Slab Bottom
Slab
Wall Waterway
Area
s . ft. Approx.
Weight
Ibs./ft.
4 2 8 6 5 7.7 1120
4 3 8 6 5 11.7 1240
4 4 8 6 5 15.7 1370
5 2 8 7 6 9.1 1572
5 3 8 7 6 14.5 1650
5 4 8 7 6 19.5 1800
5 5 8 7 6 24.5 1950
6 2 8 7 7 11.1 1800
6 3 8 7 7 17.3 1970
6 4 8 7 7 23.3 2150
6 5 8 7 7 29.3 2320
6 6 8 7 7 35.3 2500
7 3 8 8 8 20.1 2400
7 4 8 8 8 27.1 2600
7 5 8 8 8 34.1 2800
7 6 8 8 8 41.1 3000
7 7 8 8 8 48.1 3200
8 4 8 8 8 31.1 2800
8 5 8 8 8 39.1 3000
8 6 8 8 8 47.1 3200
8 7 8 8 8 55.1 3400
8 8 8 8 8 63.1 3600
9 5 9 9 9 43.9 3660
9 6 9 9 9 52.9 3880
9 7 9 9 9 61.9 4110
9 8 9 9 9 70.9 4330
9 9 9 9 9 79.9 4560
10 5 10 10 10 48.6 4380
10 6 10 10 10 58.6 4630
10 7 10 10 10 68.6 4880
10 8 10 10 10 78.6 5130
10 9 10 10 10 88.6 5380
10 10 10 10 10 98.6 5630
11 4 11 11 11 42.3 4880
11 6 11 11 11 64.3 5430
11 8 11 11 11 86.3 5980
11 10 11 11 11 108.3 6530
11 11 11 11 11 119.3 6810
12 4 12 12 12 46.0 5700
12 6 12 12 12 70.0 6300
12 8 12 12 12 94.5 6900
12 10 12 12 12 118.0 7500
12 12 12 12 12 142.0 8100
6' x 3' to 12' x 12', 8' Joint wish 12' Haunch
Symmetrical
QtlLF sTATES ASPHALT CO.~ t..P.
July 15, 2002
Mr_ Jeff Basset
Conroe Pipe, inc.
Dear J~
Attached is a2r data sheet Sor Bvagrip 990 Concrete Joint Sealant. We do not require the
pipe to primed prior to sealant installation.
We ren a hydrostatic pressure test is accordance with ASTM Specification C99o with
unprimed concxete pipe end it passed.
RespectfWly,.
Mark Platt ,
ice-President of Sales
300 CHRISIY PLACE P.O. BOX b08 SOUTH HOUSTON, TX. 77567-0508
SALES 800.662.0887 AAAIN 713.841.4410 FPJ( 713.947.4906
Ev~RSnir 990-STR[FS
POLYMER MODIFIED CONCRETE JOINT SEALANT
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
• 366% 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
EYER6RIP 990 STRIPS
POLYMER MODIFIED CONCRETE JOINT SEALANT
Evergrip 990 meets or exceeds all requirements of ASTM C 990,
U.S. Federal Specifications SS-5-21 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
a ° paper in place to protect the sealant from contamination and
° ° ° ° stretching. Attach the sealant end to end to the leading edge of the
A B A B 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
'Saac111 -~~
EYBRBRiP 99Q-STRIPS
POL]fMER MODIFIED CONCRETE JOINT SEALANT
SEALANT SIZE PIECES/CARTON ~ ~
FT.lCARTON
3/4" x 2'b" 50 125 ft
1" x 2'b" 35 87.5 ft
I " x 3'b" 35 122.5 ft
I I!4" x 3'b" 28 98 ft
1 1/2" x 3'b" 20 70 ft
1314" x 3'b" 13 45.5 ft
2" x 3'b" 10 35 ft
SEALANT SIZE PIECES I
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
38.1 mm x 1067mm 20 21.3m
44.45mm x 1067mm 13 13.9m
50.8mm x 1067mm 10 10.7m
Bitumen, % by wt.
Inert filler content, % by wt.
Volatile matter, max. % by wt.
Specific gravity @ 77 Fl25aC, (gr/ml)
Ductility @ 77 FI25aC, (cm), min.
Min. softening point
Min. flash point, C.O.C.
Penetration @ 77~Fl25~C, 150 gms, 5 sec. (dmm)
Adhesion and hydrostatic pressure
Sag or flow resistance
Chemical resistance
Read and understand MSDS sheet before use.
50-70
30-50
2.0
1.2-1.35
5.0
320aF1160aC
600aF/315aC
50-I 20
No leaks (24 hrs.)
No sagging
No visible deterioration
_.
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.