Prologis 5A/5B-SB180122x
Matthew Gardner
2/01/18
National Wholesale Supply,
1975 California Crossing, Dallas TX 75220
Water S bmittal
Job Name:
, TX
Contractor:
ATTACHED SUBMITTALS ARE FOR THE WATER MATERIALS BEING
SUPPLIED FOR JOB REFERENCED ABOVE. IF THIS LIST DOESN’T
MEET APPROVED CITY SPECIFICATIONS PLEASE NOTIFY ME WITH
ANY CORRECTIONS AND OR CHANGES.
Regards,
MIKE BULLARD
NATIONAL WHOLESALE SUPPLY
UTILITY SALES DALLAS
469-261-6261 Mobile
M&H AWWA C509 RESILIENT WEDGE GATE VALVES (1993)
During the decade of the 1980’s, the waterworks industry was introduced to the Resilient Seated Gate Valve, a design
principal that now dominates in preference for use in distribution systems. M&H Valve Company was at the forefront in this
industry-wide movement by introducing the Style 4067, our version of the best European and domestic designs.
The combination of evolving technology and changing market influences presents the unique opportunity once again for
M&H to be at the forefront as a leader in modern valve design.
The Style 4067 RS gate valve embodies all of the latest valve technology for simplicity, durability and superior performance;
It is available in size range 3” thru 12” and meets AWWA standards C-509. Additionally, 4” thru 12” are listed by
Underwriters Laboratories and are approved by Factory Mutual Association.
Designed to control. . . built to perform. . .here’s the valve that sets the standard. The M&H valve was engineered on the
belief that bottle-tight closure is the primary function of any valve. That’s why the totally encapsulated wedge was designed
to provide dual seating. A whistle-clean waterway provides maximum flow without the loss of head experienced in other
valves.
A durable fusion bonded epoxy coating both inside and out complying with ANSI / AWWA C550, providing unexcelled
abrasion and corrosion protection is standard. Absolutely no compromise in materials or workmanship and it carries a 10
year limited warranty. . . it’s the clear choice of those who demand the best.
EASE OF OPERATION
The M&H RSGV has only two moving internal parts—the gate and the stem.
The gate is fully supported throughout travel by an integrally cast tongue and groove fit between it and the valve body. Lugs
on the gate fully engage the coated guides cast into the valve body so the gate closes smoothly, without “chatter”, every time.
This positive gate alignment, plus positioning and engagement of the stem nut, virtually eliminate stem binding, and provide
balanced loads and low operating torques. The M&H RSGV is among the lowest in operating torques of all available
competitive type valves
POSITIVE SEALING
A dual rubber seal is formed between the rubber encapsulated resilient wedge and the valve body to guarantee drop-tight
shut-off every time. The combination of true compression and dynamic wedging of the gate is created without harmful
sliding, shearing or other wear-inducing action.
The massive vulcanized rubber seating edges on the gate self-absorb normal wear and tear, assuring a positive seal, even after
years of service. The M&H RSGV will seal bubble-tight to 250 psi working pressure, with the flow in either direction and
the valve in any position.
FULL FLOW CAPACITY / DUAL SEATING
The M&H RSGV features an unobstructed, thru-conduit flow path for full flow capacity. Closed, the RSGV provides
bottle-tight, zero leakage in either direction at full rated differential pressure with dual body gate seating.
July 2005 / C509 Gate Valves
PRODUCT ANALYSIS / FEATURES & BENEFITS / PERFORMANCE INFORMATION
M&H AWWA C509 RESILIENT WEDGE GATE VALVES (1993)
FEATURES BENEFIT
Bubble Tight Closure at 250 psi (AWWA)
3” – 12” at 250 psi (AWWA)
No Leakage – No loss of water
Dual Rubber Seal Assures drop-tight shut-off in either direction.
Smooth, unobstructed waterway to maximize flow. High flow characteristics
100% smooth passage without turbulent flow
No sediment build up
Will not impede travel of line cleaning tools
Only Three Internal Parts Virtually maintenance free
Only Two Moving Parts, the gate & the stem Less friction, less torque, longer life.
Integral Cast Tongue and Groove between wedge
and valve body.
Positive gate alignment every time
No Seat Rings Nothing to be damaged by scoring
Delrin* Anti-Friction Thrust Bearing Operating torque to close and open held to
absolute minimum
Solid, Bronze Stem Nut and High Strength Bronze
Stem
No corrosion
Trouble free service
Stem Nut is Self Centering Eliminates possible stress on stem and wedge
Two O-Ring Seals Above Stem Thrust Collar and
One Below
Two O-Rings can be replaced with valve in
service
High Strength Iron Wedge Fully Encapsulated
with rubber Permanently Bonded to Metal.
Trouble free service with minimum maintenance
No leaks – no wear
No Lubrication Required Trouble free service
American Cast and Assembled American Jobs
American backed product for more than 100
years
American quality
10 year limited warranty against defective
materials or workmanship
Customer assurance that M&H believes in the
strong product they produce.
Body / Bonnet Epoxy Coating Inside & Out Unprecedented Protection Against Corrosion and
abrasion
* DuPont Trademark
PERFORMANCE INFORMATION
3”- 6” valves sizes have been hydrostatically shell tested at five (5) times UL rated pressure (1000 psi).
8”,10”, and 12” have been hydrostatically shell tested at four (4) times UL rated pressure (800 psi).
Valve is capable of bubble-tight seal at pressures up to (400psi) for short periods of time.
Valve has been subjected to torques 150 percent of the designated minimum required torques.
Valve has been cycle tested 5,000 times without loss of bubble-tight seal.
For complete data on the tests Underwriters Laboratories performed, reference UL File EX 783
July 2005 / C509 Gate Valves
GENERAL FEATURES / GENERAL SPEC
M&H AWWA C502 FIRE HYDRANTS
Model 129
Traffic Model
250 PSI Working Pressure – 500 PSI Hydrostatic Test – AWWA
UL / FM Approved
Type: Compression type, opening against line pressure. Main
valve will remain closed should hydrant be broken off by
traffic accident.
Classification and Size: Hydrants are classified by the main
valve size, number and size of hose and pumper nozzles.
Hydrant sizes are designated as 4 ½ and 5 ¼ inches, size being
the inside diameter of the main valve seat opening.
Length: Hydrant lengths are determined by depth of trench
below ground level. Lengths are in multiples of six inches.
Barrel: Upper section of barrel (nozzle section) contains the hose
and pumper nozzles. The water way is uniform in diameter for
entire length of barrel.
Hydrant Inlet: Hydrant shoe or elbow is provided with
flange or mechanical joint connection to fit connecting pipe.
All shoe types except flanged are provided with lugs for
strapping. The two drain openings in the hydrant shoe are
bronze bushed. All shoes are protected from corrosion with
fusion bonded epoxy coating.
Hose and Pumper Nozzles: Threaded with fine thread and
screwed (not leaded) into tapped openings in nozzle section of
hydrant. Hose and pumper nozzle caps are provided with
rubber gaskets and chained to nozzle section.
Dry Top: Operating threads are isolated from the waterway
by a double O-ring seal in the one piece bonnet. Operating nut
has lubricating hole for lubrication of operating threads and
thrust bearing.
Dry Barrel: When the valve of the hydrant is closed, two
drain valves in the hydrant shoe automatically open and allow
rapid and complete drainage of the hydrant barrel. This dry
barrel eliminates danger of damage to the hydrant by freezing.
Operating Mechanism and Working Parts: A tamper
resistant cast iron weather shield protects the operating
mechanism and rubber O-ring seals from environmental
elements and painting solvents. The bronze operating nut
drives a steel main valve rod, which is bronze sheathed where
it passes through the one-piece bonnet. A bronze-to-bronze
seat assembly allow for all working parts to be easily
removable through the top of the hydrant without excavating.
The bronze seat ring threads into a bronze retainer ring
bushing, which is permanently affixed into the shoe. The dual
positive acting drain valve is constructed of a high strength
aluminum bronze to provide additional strength for operation
and disassembly. The rubber drain valve facings are water
pressure activated and effectively eliminate the drain valve as
a maintenance issue.
Component Materials: All gray iron parts conform to
ASTM A-126, Class B. Ductile Iron components conform to
ASTM A536. All non-corrosive metal parts are made of
copper alloys conforming to AWWA Standard C502
requirements. Remaining components are performance
selected from some of the highest quality materials available
today.
Shop Tests: Main valve tested from inlet side to 250psi.
With main valve open, drain valve and entire hydrant, hydrant
hydrostatic pressure tested to 500psi.
July 2005 / M&H C502 / Model 129
FEATURES AND BENEFITS
M&H AWWA C502 MODEL 129 FIRE HYDRANTS
YESTERDAY, TODAY, AND TOMORROW----An American Company with
an American made product. M&H has been around since 1854 and have been
producing hydrants since 1929. We back up our M&H 129 Fire Hydrants with a
10 Year Limited Warranty.
(1) WEATHER SHIELD---One-piece cast iron component deflects moisture
and dust exposure to bronze stem nut. Affords protection against freezing
conditions ensuring operational efficiency. Protects bronze operating nut
from pipe wrench damage seen on all bronze actuated hydrants.
(2) LUBRICATION PLUG BOLT---Firmly attaches operating nut / weather
shield unit to bronze stem nut. Bolt fits flush with top of weather shield
causing it to be tamper resistant. Using Allen wrench, plug is easily removed
for field servicing or maintenance.
(3) BRONZE OPERATING NUT---Primary operating component. Is a
heavy duty design. Ample amounts of brass along the throat of nut.
(4 & 5) HOLD DOWN NUT---Non-corrodible bronze nut secures stem nut
for operating thrusts. Lock nut provides additional weather protection with
threading attachment to bonnet and large O-ring seal.
(6) HOLD DOWN NUT SET SCREW
Stainless Steel setscrew keeps hold down nut from backing out during
operation. Is removed / re-installed with Allen wrench.
(7) NYLON THRUST WASHER---Nylon antifriction bearing at thrust
collar reduces operating torque up to 40% for smoother open / close cycles.
Standard on 5 ¼” hydrants
(8, 14, & 15) BONNET DESIGN / HYDRANT DUAL LUBRICATION
With the single unit design, an M&H 129 Fire Hydrant customer is afforded
the option of using either grease or oil as an operating mechanism lubricant.
Standard factory procedure is to lubricate with grease. Oil is easily
substituted in field by removing lubrication plug bolt. Two O-ring seals in
bonnet prevents pressurized water from entering and lubricant from escaping
into the hydrant. Bonnet flange ring gives finished appearance at bonnet /
nozzle section flange. Prevents dirt build-up between flanges. Hidden flange
connection sealed with heavy O-ring.
(11) UPPER STEM ASSEMBLY---High strength steel stem has rugged
acme threads at top end to match threads in bronze stem nut. Brass stem
sleeve is machined fitted on segment that penetrates grease / oil reservoir
providing smooth, non-corrodible bearing surface for double O-ring seals.
O-ring inset between sleeve and stem provides additional leakage protection.
(22, 23, 24, & 25) BRASS NOZZLES / NOZZLE O-RINGS---Hose and
pumper nozzles are machine threaded into nozzle outlets, an original M&H
design. They are easily removed for field replacement. Nozzle leak
protection afforded by O-ring behind each nozzle.
(20 & 21) NOZZLE SET SCREWS---Nozzles are firmly set into place by
stainless steel set screw. Prevents turning of nozzle during hose coupling
attachment or removal. If nozzles ever need to be replaced, setscrew can be
removed using standard Allen wrench.
(26) NOZZLE SECTION---Molded from durable cast iron and available
with either two hose and one pumper nozzle or two hose nozzles. Has
generous cross-sectional area and smoothly contoured hose outlets to deliver
maximum available pressure / velocity.
(26) NOZZLE SECTION 360 ROTATION / ALIGNMENT--- Above
ground hydrant assembly may be rotated full 360 degrees on the standpipe
flange to improve alignment to curb. This is accomplished without
dismantling. Simply loosen flange bolts, rotate and re-tighten.
(34) TRAFFIC IMPACT PROTECTION---Upon vehicular impact, two
lower safety flange rings fracture and stem couple separates below break line.
This allows the above ground hydrant assembly to separate cleanly from
standpipe and keeps accidental opening of hydrant from vehicle tire.
Repair is easily accomplished with economical field repair kit.
(15) O-RING SEALS---Heavy Duty O-Rings provides superior sealing
contact between standpipe flange joints. O-ring at break joint makes hydrant
rotation easier than traditional flat gaskets.
(29) TRAFFIC STEM COUPLING---Designed to break from collision
without damage to main valve or rod assembly. Bottom half of coupling is
square and accepts short disassembly wrench. Square design provides a direct
drive area below break area for main valve seat removal and maintenance.
(36) DUCTILE IRON STANDPIPE---Fabricated for exceptional strength
and support below grade.
HYDRANT EXTENSIONS---M&H 129 Fire Hydrants may be lengthened
where ground level is being raised without digging up hydrant or requiring
complete new barrel. Simply add an M&H hydrant extension available in 6”
increments to the existing standpipe.
(43, 44, & 45) UPPER DRAIN VALVE---Made of high strength aluminum-
bronze alloy Includes double drains with rubber facings. Design provides
positive closure of two bronze-bushed drain ports during operation. After
operation, the drain valve quickly drains all water from the standpipe
preventing cold weather freeze-up. Drain ports are purged during first three
operating turns on opening and again on closing.
(51) BRONZE MAIN VALVE SEAT RING---Generous amount of material
and contoured design provide smooth flow and low-pressure drop.
(54) BRONZE SHOE RETAINER RING----Permanently affixed to hydrant
shoe with O-ring seal. Shoe Retainer Ring provides a bronze-to-bronze
interface with the Main Valve Seat Ring for years for easy seat disassembly.
(41) HYDRANT SHOE / ELBOW---Ductile iron hydrant shoe designed to
provide smooth, even flow around valve assembly assuring highest possible
flow through main valve. Coated internal and externally with fusion bonded
epoxy that meets AWWA C550 standards. Provides corrosion resistance to
water or soil. Mechanical Joint shoes come standard with strapping lugs for
restraining hydrant shoe to pipeline.
(49 & 50) LOCK WASHER / BOTTOM PLATE---Bottom plate is single
component made from cast iron. Bottom plate compresses lock washer and
rubber seat against top plate and securely attaches valve assembly to lower
operating stem. Bottom plate is coated with same fusion bonded epoxy
applied to shoe.
PARTS INTERCHANGABILITY---Several design and material
improvements have been made to the current Style 129 Fire Hydrant. In no
case have any changes sacrificed interchangeability. Parts produced today
will work on M&H hydrants produced since 1929.
VALVE DISASSEMBLY---Disassembly of internal valve is achieved with
the use of a Short Disassembly Wrench that engages the square end of our
traffic coupling. No large removal wrench needed.
VALVE OPENING SELECTION---We offer the choice between a 4 ½”
and 5 ¼” valve opening on our 129 fire hydrants.
APPROVALS---M&H 129 Fire Hydrants meet or exceed AWWA C502.
Underwriters Laboratory and Factory Mutual approvals.
TESTING---M&H 129 Fire Hydrants are individually seat tested at 250 psi
followed by a 500 psi shell test to assure material and seal quality.
July 2005 / M&H C502 / Model 129
SUGGESTED SPECIFICATIONS (1 of 2)
M&H AWWA C502 FIRE HYDRANTS
Model 129
Traffic Model
250 PSI Working Pressure – 500 PSI Hydrostatic Test - AWWA
UL / FM Approved
_______________________________________________________________________________________
GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502, latest revision. Fire hydrants shall
be of the compression type, with the main valve opening against the pressure and closing with the pressure.
The main valve opening shall be (4 ½” or 5 ¼”) in diameter. Fire Hydrant shall be of a dry barrel, dry top
design. The nozzle section shall consist of two (2) hose nozzles and one (1) pumper nozzle or other as
specified.
_______________________________________________________________________________________
RATING Fire hydrants shall be rated at 250 psi water working pressure, tested at 500 pounds hydrostatic for
structural soundness in the following manner: 500 pound hydrostatic test supplied from the inlet side, first
with the main valve closed for the testing of the valve seat: second, with the main valve open for testing of
the drain valves and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and
ULFM requirements.
_______________________________________________________________________________________
END Hydrants shall be connected to the main by a 4” or 6” fusion bonded, epoxy coated mechanical joint or
CONFIGURATION flanged shoe. Mechanical joint shoes shall be fitted with strapping lugs.
_______________________________________________________________________________________
DESIGN The main valve seat of the hydrant shall be made of rubber and be supported by a one-piece bronze top
plate / drain valve mechanism. Drain valves shall be faced with rubber.
The bottom stem threads of the main valve rod shall be fitted with an epoxy coated, cast iron bottom plate,
sealing lower rod threads from the water.
Changes in size or shape of the waterway (hydrant nozzles) shall be accomplished by means of easy curves.
Exclusive of the main valve opening, the net area of the waterway of the barrel and the foot piece at the
smallest part shall not be less than 120% of that of the net opening of the main valve.
Hose and pumper nozzles shall be threaded and screwed into the nozzle section. And then mechanically
locked to prevent turning.
Hose and pumper caps shall be chained to the hydrant
The hydrant shall be so designed that when it is in place, no excavation will be required to remove the main
valve and movable parts of the drain valve. Further, the hydrant shall be of the type that can be extended
without excavating.
Hydrants shall be so designed that, in the event of accident, or breaking of the hydrant above or near grade
level; the main valve will remain closed.
The main valve rod shall be made in two parts and fitted with breakable coupling at the ground line flange.
The ground line connection between nozzle section and the barrel shall incorporate the use of traffic flange.
This connection shall be so designed that the nozzle section can be rotated in any increment of 360 . The
ground line connection between the barrel and nozzle sections shall have a rubber o-ring gasket to provide
a seal.
The operating threads of the hydrant shall be so designed as to avoid the working of any iron or steel parts
against either iron or steel. The operating stem and operating nut threads shall be square or acme type.
July 2005 / M&H C502 / Model 129
SUGGESTED SPECIFICATIONS (2 of 2) .
DESIGN The operating thread shall be lubricated at factory with food grade grease. Access shall be provided
(Continued) to field lubricate the operating mechanism.
The operating thread shall be sealed from water at all times when the valve is either in the opened or
closed position. The operating rod shall be bronze sheathed where it passes through the double “O” ring
seal in the bonnet.
The bonnet shall be weather proof and utilize a weather shield integral with the external wrench operating
nut.
The operating nut shall be made of bronze with a self-lubricating design.
Hydrants shall be of the dry barrel type and hydrant shoe shall have two positive acting non-corrosive drain
valves that shall drain the hydrant completely by opening when the main valve is closed, and close tightly
in accordance with AWWA C-502 requirements when main valve is open.
The main valve assembly shall be seated in the hydrant with a bronze-to-bronze interface to facilitate
removal of the main valve, should maintenance be required. The nozzle section shall consist of
two-2 1/2” hose nozzles to the specified thread designation (NST or other, as specified) and one pumper
nozzle 4 ½” in diameter to the specified thread designation (NST or other, as specified), or other
combination of nozzle outlets, including independent hose gate valves, as specified.
Two O-ring seals shall be utilized where the main hydrant rod passes through the 1 piece bonnet.
Hydrant standpipe shall be ductile iron and single piece for all bury depths.
All like parts of hydrants of the same size and model produced by the same manufacturer shall be inter-
changeable.
Hydrant shall open by turning to the (left or right). Direction of opening to be permanently marked on
hydrant bonnet.
Threads on hose and steamer nozzles shall be National Standard unless otherwise specified.
Size and shape of operating nuts cap nuts shall conform to National Standard unless otherwise specified.
Bury shall be (specify depth of bury) measuring depth from grade line to bottom of trench or connecting
pipe.
Auxiliary shut-off (isolation) gate valves, when required, shall be of the same manufacture as the hydrant.
_______________________________________________________________________________________
COATING The inside of all hydrants shall be coated in accordance with AWWA standards except for bronze and
threaded machined surfaces. Exterior on hydrant nozzle section shall be painted Fire Hydrant Red (or as
specified).
Hydrant shoes shall have an interior and exterior thermosetting epoxy coating of 5 to 6 mils meeting
AWWA C550.
_______________________________________________________________________________________
MARKINGS Hydrant shall be marked with the name of the manufacturer, size of valve opening, direction of opening
and the year of manufacture all in accordance with the AWWA C-502. Country of origin to be cast on all
major hydrant castings.
_______________________________________________________________________________________
SOURCE Hydrants shall be M&H Model 129
July 2005 / M&H C502 / Model 129
Per the Approved Materi-
als list of Coppell
Compact Joints Requires
City Engineer Approval
and must comply with
AWWA C121
See City Detail
4170 each build-
ing requires dif-
ferent FDC Con-
nections.
NOT REVIEWED
BY CIVIL
Confirm with
City Inspector
Per the Approved
Materials list of
Coppell this must
be Bass and
Hayes #404
Confirm with
City Inspector.
See Detail
6030-3 It looks
to require a
separate ring
and lock open-
ing on top.
TITLE DATESECTION.PAGESTATEPLANT
Tongue and Groove Pipe
Basic Dimensions
I.D. Laying Wall Bell Aprox.
Pipe Lenght Thickness Diameter Wt / Ft
(Inches) (Feet) (Inches) (Inches) (Pounds)
12 4 - 6 2 16 92
15 4 - 6 2 19 111
18 4 - 6 - 8 2 1/2 23 168
21 4 - 6 - 8 2 3/4 26 1/2 214
24 4 - 6 - 8 3 30 265
27 4 - 6 - 8 3 1/4 33 1/2 322
30 4 - 6 - 8 3 1/2 37 384
33 4 - 6 - 8 3 3/4 40 1/2 451
36 4 - 6 - 8 4 44 524
39 *4 1/4 47 1/2 614
42 4 - 6 - 8 4 1/2 51 685
45 *4 3/4 54 1/2 789
48 4 - 6 - 8 5 58 885
51 *5 1/4 61 1/2 986
54**4 - 6 - 8 5 1/2 65 1,092
60**4 - 6 - 8 6 72 1,322
66**4 - 6 - 8 6 1/2 79 1,573
72 4 - 6 - 8 7 86 1,846
78 * * * *84 * * * *
90 * * * *96 * * * *108 * * * *120 * * * *
Laying Length
-No Scale-
All dimensions subject to allowable
specification tolerances.
2.1Grand Prairie
HoustonI.D.WallO.D. BellReinforced Concrete Pipe
Note:
Conforms to current ASTM C-76 or C-655 specifications
for reinforced concrete pipe.
* - Dimensions vary; contact manufacturer.
** - Wall C available in some market areas.
TX 1 12 5
Description
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.
Typical Physical Properties
Storage and Handling
Evergrip 990 should be stored in a dry area protected from the elements.
Cartons should not be stacked over six high. Conditions should preclude
contamination of the joint sealant by any foreign material such as silt or mud during the installation process. In hot
weather, the material tends to soften; dipping sealant strips in cool water will allow easier release of the paper.
Conversely, in cool weather, the material stiffens; dipping strips in warm water or storing in a warm area prior to use
will aid in paper release.
Application
Concrete surfaces to which the sealant is to be applied must be clean
and dry. All mud, dirt, grease, oil, and loose particles should be
removed from the surfaces. The release paper should be stripped from
only one side of sealant. The outside paper should be left in place to
protect the sealant from contamination and stretching. The sealant
strips should be attached 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. The material should
be pressed firmly into place through the outside release paper. The
outside paper should be removed just prior to jointing the pipe. Contaminating the exposed sealant with any foreign
materials should be strictly avoided. Care should be taken not to disturb the gasket placement. Any contaminated
sealant should be removed and replaced and any displaced strips should be repositioned prior to jointing the pipes.
See pipe manufacturer's instructions for proper pipe jointing procedures. Excess sealant may be either trimmed with
a putty knife or rolled to a smooth finish. The trench can be backfilled as soon as the joining process has been
completed.
Clean-up
Excess sealant should be scraped off surfaces. Asphalt stains can be removed with non-hazardous, bio-degradable
cleaners. Waterless hand cleaner should be used on skin, following the cleaner manufacturer’s instructions carefully.
Flammable or combustible petroleum based solvents should not be used.
Martin Asphalt Quality
Evergrip 990 meets or exceeds all requirements of ASTM C 990, U.S. Federal Specifications SS-S-210A,Type 1, Rope
Form and AASHTO Designation M-198 75 I,Type B. It is certified to meet or exceed highway department
specifications. Through Martin Asphalt, you get Everything Asphalt—a full range of products. In addition, you
receive technical assistance in selecting the right materials and application. The company's AASHTO Certified
Laboratory makes sure the products meet your specifications. And your products are delivered both on spec and on
time via Martin’s Gulf Coast network of production plants, storage facilities and transportation fleet including ocean-
going and inland barges, rail cars and tanker trucks.
A B A B
A – Sealant Placement
B – Joint After Compression
Packaging
English Units
Sealant Size
Pieces/
Carton Ft/ Carton
3/4" x 2'6" 50 125 ft
1" x 2'6" 35 87.5 ft
1" x 3'6" 35 122.5 ft
1 1/4" x 3'6" 28 98 ft
1 1/2" x 3'6" 20 70 ft
1 3/4" x 3'6" 13 45.5 ft
2" x 3'6" 10 35 ft
Metric Units
Sealant Size 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
38.1mm x 1067mm 20 21.3m
44.45mm x 1067mm 13 13.9m
50.8mm x 1067mm 10 10.7m
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXSTANDARD STANDARD STANDARD STANDARD BEVEL BEVEL BEVEL FITTINGS PLANBIDNUFACTURING PLANTSIZE TYPE CLASS4.00 '6.00 ' 7.50 ' 8.00 ' 4.00 ' 6.00 '8.00 '4.73 ' TOTAL QUANTITIESGrand Prairie- - - - - - >18 " T&G 332.00 ' 30.00 '1,000.00 ' 188.00 '86.64 ' 1,336.64 'Grand Prairie- - - - - - >21 " T&G 312.00 ' 12.00 '264.00 ' 148.00 '16.43 ' 452.43 'Grand Prairie- - - - - - >24 " T&G 312.00 ' 12.00 '392.00 '9.02 ' 425.02 'Grand Prairie- - - - - - >27 " T&G 316.00 ' 6.00 '120.00 ' 16.00 '6.00 ' 164.00 'Grand Prairie- - - - - - >36 " T&G 316.00 '88.00 ' 16.00 '120.00 'Cedar Hill- - - - - - >42 " T&G 36.00 '32.00 '6.00 ' 44.00 'Cedar Hill- - - - - - >48 " T&G 320.00 ' 18.00 '120.00 ' 176.00 '32.00 ' 366.00 '2,908.09 'SIZE TG-OFlex RGPGSIZETG-OFlex RGPG(Omni-Flex) (O-Ring) (CR-O56)(Omni-Flex) (O-Ring) (CR-O56)0.75" x 2'-6"858 EA1.50" x 3'-6"317 EA5 Gallon1.00" x 2'-6"80 EA1.75" x 3'-6"30 Gallon1.25" x 3'-6"2.00" x 3'-6"55 GallonContractor To Insure That Sufficient Joint Material Is Used On All Joint OpeningsFITTING NUMBER (s)PREFORMEDMASTICNotes:SUMMARY OF QUANTITIESGASKET SUMMARYJOINT MATERIAL SUMMARY
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)ning @ Ex. 48" RCP00+06.031 EA 48 " T&G36.00 ' 6.03 '6.00 '48" x 18" - 60° WYE (Lay Right) 10955071 - 00100+06.03 00+22.092 EA 48 " T&G316.00 ' 22.09 '8.00 '00+22.09 00+42.245 EA 48 " T&G320.00 ' 42.24 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve00+42.24 00+62.395 EA 48 " T&G320.00 ' 62.39 '4.00 'Alternate 1 Bevel Joint - 1 Standard 4' Joint00+62.39 00+70.452 EA 48 " T&G38.00 ' 70.45 '4.00 ' Curve Radius = N/A - Lay Left - Open Joints As Required To Fit Curve00+70.45 00+82.512 EA 48 " T&G312.00 ' 82.51 '6.00 'Alternate 1 Bevel Joint - 1 Standard 6' Joint00+82.51 00+88.541 EA 48 " T&G36.00 ' 88.54 '6.00 '48" x 18" - 60° WYE (Lay Lef) 10955071 - 00200+88.54 01+00.633 EA 48 " T&G312.00 ' 100.63 '4.00 ' Curve Radius = N/A - Lay Left - Open Joints As Required To Fit Curve01+00.63 01+56.847 EA 48 " T&G356.00 ' 156.84 '8.00 '01+56.84 01+62.871 EA 48 " T&G36.00 ' 162.87 '6.00 '01+62.87 01+68.901 EA 48 " T&G36.00 ' 168.90 '6.00 '48" x 18" - 60° WYE (Lay Lef) 10955071 - 00301+68.90 02+09.055 EA 48 " T&G340.00 ' 209.05 '8.00 '02+09.05 03+05.77 24 EA 48 " T&G396.00 ' 305.77 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve03+05.77 03+13.801 EA 48 " T&G38.00 ' 313.80 '8.00 '48" x 24" - 60° WYE (Lay Lef) 10955071 - 00403+13.80 03+54.10 10 EA 48 " T&G340.00 ' 354.10 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve03+54.10 03+62.131 EA 48 " T&G38.00 ' 362.13 '8.00 '03+62.13 03+68.161 EA 48 " T&G36.00 ' 368.16 '6.00 '48" x 24" - 60° WYE (Lay Lef) x 42" REDUCER (Bottom even on REDUCER)10955071 - 00503+68.16 03+68.16Change size03+68.16 04+00.284 EA 42 " T&G332.00 ' 32.12 '8.00 '04+00.28 04+06.311 EA 42 " T&G36.00 ' 38.15 '6.00 '211/17/2018 - Page 2 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)04+06.31 04+12.341 EA 42 " T&G36.00 ' 44.18 '6.00 '48" x 21" - 60° WYE (Lay Lef) x 36" REDUCER (Bottom even on REDUCER)10955071 - 00604+12.34 04+12.34Change size04+12.34 05+00.67 11 EA 36 " T&G388.00 ' 88.33 '8.00 '05+00.67 05+16.794 EA 36 " T&G316.00 ' 104.45 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve05+16.79 05+32.914 EA 36 " T&G316.00 ' 120.57 '4.00 'Alternate 1 Bevel Joint - 1 Standard 4' Joint05+32.91 05+35.411 EA JB-DS2.50 ' 123.07 '2.50 '05+35.41 05+35.41T&G305+34.30 05+36.801 EA JB-US2.50 ' 2.50 '2.50 '05+36.80 05+52.924 EA 27 " T&G316.00 ' 18.62 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve05+52.92 05+69.044 EA 27 " T&G316.00 ' 34.74 '4.00 'Alternate 1 Bevel Joint - 1 Standard 4' Joint05+69.04 06+57.37 11 EA 27 " T&G388.00 ' 123.07 '8.00 '06+57.37 06+63.401 EA 27 " T&G36.00 ' 129.10 '6.00 '27" x 24" - 60° WYE (Lay Lef) x 18" REDUCER 10955071 - 00706+63.40 06+63.40Change size06+63.40 06+67.431 EA 18 " T&G34.00 ' 4.03 '4.00 ' Slope changed - Lay UP06+67.43 06+83.492 EA 18 " T&G316.00 ' 20.09 '8.00 '06+83.49 06+87.521 EA 18 " T&G34.00 ' 24.12 '4.00 ' Slope changed - Lay DOWN06+87.52 07+03.582 EA 18 " T&G316.00 ' 40.18 '8.00 '07+03.58 07+27.766 EA 18 " T&G324.00 ' 64.36 '4.00 ' Curve Radius = N/A - Lay Left - Open Joints As Required To Fit Curve07+27.76 07+33.791 EA 18 " T&G36.00 ' 70.39 '6.00 '18" x 18" - 60° WYE (Lay Right) 10955071 - 00807+33.79 08+06.33 18 EA 18 " T&G372.00 ' 142.93 '4.00 ' Curve Radius = N/A - Lay Left - Open Joints As Required To Fit Curve08+06.33 09+66.93 20 EA 18 " T&G3160.00 ' 303.53 '8.00 '09+66.93 09+72.961 EA 18 " T&G36.00 ' 309.56 '6.00 '18" x 18" - 60° WYE (Lay Right) 10955071 - 009211/17/2018 - Page 3 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)09+72.96 10+45.239 EA 18 " T&G372.00 ' 381.83 '8.00 '10+45.23 10+51.261 EA 18 " T&G36.00 ' 387.86 '6.00 '10+51.26 10+55.291 EA 18 " T&G34.00 ' 391.89 '4.00 '10+55.29 10+59.321 EA 18 " T&G34.00 ' 395.92 '4.00 '60° BEND (Lay Right)10955071 - 01010+59.32 10+67.351 EA 18 " T&G38.00 ' 403.95 '8.00 'End @ InletLAT A-100+04.341 EA 18 " T&G34.34 ' 4.34 '4.34 'WYE Branch10955071 - x00+04.34 00+08.371 EA 18 " T&G34.00 ' 8.37 '4.00 '00+08.37 00+14.401 EA 18 " T&G36.00 ' 14.40 '6.00 '18" x 18" - 60° WYE (Lay Right) 10955071 - 01100+14.40 00+22.431 EA 18 " T&G38.00 ' 22.43 '8.00 '00+22.43 00+26.461 EA 18 " T&G34.00 ' 26.46 '4.00 '00+26.46 00+30.491 EA 18 " T&G34.00 ' 30.49 '4.00 '14° BEND (DOWN)10955071 - 01200+30.49 00+66.769 EA 18 " T&G336.00 ' 66.76 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve00+66.76 01+79.18 14 EA 18 " T&G3112.00 ' 179.18 '8.00 '01+79.18 01+85.211 EA 18 " T&G36.00 ' 185.21 '6.00 '18" x 18" - 60° WYE (Lay Right) 10955071 - 01301+85.21 02+57.489 EA 18 " T&G372.00 ' 257.48 '8.00 '02+57.48 02+63.511 EA 18 " T&G36.00 ' 263.51 '6.00 '02+63.51 02+67.541 EA 18 " T&G34.00 ' 267.54 '4.00 '60° BEND (Lay Right)10955071 - 01402+67.54 02+73.571 EA 18 " T&G36.00 ' 273.57 '6.00 '02+73.57 02+77.601 EA 18 " T&G34.00 ' 277.60 '4.00 'End @ Inlet211/17/2018 - Page 4 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)LAT A-1A00+02.661 EA 18 " T&G32.66 ' 2.66 '2.66 'WYE Branch10955071 - x00+02.66 00+10.691 EA 18 " T&G38.00 ' 10.69 '8.00 'End @ InletLAT A-1B00+02.661 EA 18 " T&G32.66 ' 2.66 '2.66 'WYE Branch10955071 - x00+02.66 00+08.691 EA 18 " T&G36.00 ' 8.69 '6.00 '00+08.69 00+12.721 EA 18 " T&G34.00 ' 12.72 '4.00 'End @ InletLAT A-200+04.341 EA 18 " T&G34.34 ' 4.34 '4.34 'WYE Branch10955071 - x00+04.34 00+08.371 EA 18 " T&G34.00 ' 8.37 '4.00 'End @ InletLAT A-300+04.341 EA 18 " T&G34.34 ' 4.34 '4.34 'WYE Branch10955071 - x00+04.34 00+08.371 EA 18 " T&G34.00 ' 8.37 '4.00 'End @ Inlet211/17/2018 - Page 5 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)LAT A-400+04.511 EA 24 " T&G34.51 ' 4.51 '4.51 'WYE Branch10955071 - x00+04.51 02+29.35 28 EA 24 " T&G3224.00 ' 229.35 '8.00 '02+29.35 02+33.381 EA 24 " T&G34.00 ' 233.38 '4.00 'End @ InletLAT A-500+04.511 EA 24 " T&G34.51 ' 4.51 '4.51 'WYE Branch10955071 - x00+04.51 01+32.99 16 EA 24 " T&G3128.00 ' 132.99 '8.00 '01+32.99 01+39.021 EA 24 " T&G36.00 ' 139.02 '6.00 '01+39.02 01+43.051 EA 24 " T&G34.00 ' 143.05 '4.00 'End @ InletLAT A-600+04.461 EA 21 " T&G34.43 ' 4.46 '4.43 'WYE Branch10955071 - x00+04.46 00+12.491 EA 21 " T&G38.00 ' 12.49 '8.00 '00+12.49 00+16.521 EA 21 " T&G34.00 ' 16.52 '4.00 'End @ Inlet211/17/2018 - Page 6 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)LAT A-7 Beginning @ JB00+02.501 EA JB2.50 ' 2.50 '2.50 '00+02.50 00+34.624 EA 27 " T&G332.00 ' 34.62 '8.00 '00+34.62 00+40.651 EA 27 " T&G36.00 ' 40.65 '6.00 'End @ InletLAT A-800+03.331 EA 24 " T&G33.33 ' 3.33 '3.33 '00+03.33 00+43.485 EA 24 " T&G340.00 ' 43.48 '8.00 '00+43.48 00+49.511 EA 24 " T&G36.00 ' 49.51 '6.00 '00+49.51 00+53.541 EA 24 " T&G34.00 ' 53.54 '4.00 'End @ InletLAT A-900+02.661 EA 18 " T&G32.66 ' 2.66 '2.66 'WYE Branch10955071 - x00+02.66 00+51.02 12 EA 18 " T&G348.00 ' 51.02 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve00+51.02 00+99.206 EA 18 " T&G348.00 ' 99.20 '8.00 'Alternate 2 Bevel Joint - 1 Standard 8' JointEnd @ InletLAT A-1000+02.661 EA 18 " T&G32.66 ' 2.66 '2.66 'WYE Branch10955071 - x00+02.66 00+10.691 EA 18 " T&G38.00 ' 10.69 '8.00 'End @ Inlet211/17/2018 - Page 7 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)ning @ Ex. 21" RCP00+48.36 12 EA 21 " T&G348.00 ' 48.36 '4.00 ' Curve Radius = N/A - Lay Left - Open Joints As Required To Fit Curve00+48.36 00+52.391 EA 21 " T&G34.00 ' 52.39 '4.00 ' Slope changed (Lay DOWN)00+52.39 00+56.421 EA 21 " T&G34.00 ' 56.42 '4.00 '00+56.42 00+62.451 EA 21 " T&G36.00 ' 62.45 '6.00 '21" x 18" - 60° WYE (Lay Left) 10955071 - 01500+62.45 01+42.75 10 EA 21 " T&G380.00 ' 142.75 '8.00 '01+42.75 01+58.874 EA 21 " T&G316.00 ' 158.87 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve01+58.87 02+39.17 10 EA 21 " T&G380.00 ' 239.17 '8.00 '02+39.17 03+19.77 20 EA 21 " T&G380.00 ' 319.77 '4.00 ' Curve Radius = N/A - Lay Right - Open Joints As Required To Fit Curve03+19.77 03+25.801 EA 21 " T&G36.00 ' 325.80 '6.00 '03+25.80 03+29.831 EA 21 " T&G34.00 ' 329.83 '4.00 '03+29.83 03+35.861 EA 21 " T&G36.00 ' 335.86 '6.00 '21" x 18" - 60° WYE (Lay Left) 10955071 - 01603+35.86 04+32.22 12 EA 21 " T&G396.00 ' 432.22 '8.00 '04+32.22 04+38.251 EA 21 " T&G36.00 ' 438.25 '6.00 '04+38.25 04+40.251 EA JB2.00 ' 440.25 '2.00 '04+40.50 04+42.501 EA JB2.00 ' 2.00 '2.00 '04+42.50 05+79.01 17 EA 18 " T&G3136.00 ' 138.51 '8.00 '05+79.01 05+85.041 EA 18 " T&G36.00 ' 144.54 '6.00 '18" x 18" - 60° WYE (Lay Left) 10955071 - 01705+85.04 07+37.61 19 EA 18 " T&G3152.00 ' 297.11 '8.00 '07+37.61 07+43.641 EA 18 " T&G36.00 ' 303.14 '6.00 '18" x 18" - 60° WYE (Lay Left) 10955071 - 01807+43.64 08+56.06 14 EA 18 " T&G3112.00 ' 415.56 '8.00 '211/17/2018 - Page 8 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)08+56.06 08+62.091 EA 18 " T&G36.00 ' 421.59 '6.00 '08+62.09 08+66.121 EA 18 " T&G34.00 ' 425.62 '4.00 '60° BEND (Lay Left)10955071 - 01908+66.12 08+74.151 EA 18 " T&G38.00 ' 433.65 '8.00 'End @ InletLAT B-100+02.831 EA 18 " T&G32.83 ' 2.83 '2.83 'WYE Branch10955071 - x00+02.83 00+34.954 EA 18 " T&G332.00 ' 34.95 '8.00 '00+34.95 00+38.981 EA 18 " T&G34.00 ' 38.98 '4.00 'End @ InletLAT B-200+02.831 EA 18 " T&G32.83 ' 2.83 '2.83 'WYE Branch10955071 - x00+02.83 00+10.861 EA 18 " T&G38.00 ' 10.86 '8.00 'End @ InletLAT B-3 Beginning @ JB00+02.001 EA JB2.00 ' 2.00 '2.00 '00+02.00 00+10.031 EA 18 " T&G38.00 ' 10.03 '8.00 'End @ Inlet211/17/2018 - Page 9 of 10NOT REVIEWEDBY CIVIL
G SCHEDULEForterraPrologis Park 121Forterra Pipe & PrecastCONTRACTOR:K-Con ServicesPrologis Park 121DATE:1/17/2018CUSTOMER NO:BY:KONSALES ORDER NO:10955071CoppellREVISION DATE:START DATE:TexasBY:SALEMAN:K. Dickerson*Allowance for Gainage (Joint Creep) included in ACCUMULATED LENGTHFROMTODESCRIPTION OF PIPE*ACCUMJOINT TYPEREMARKS - FITTINGSSTATION STATION JOINTS SIZETYPE CLASS LENGTH LENGTH STANDARD BEVELDESCRIPTION & INSTRUCTIONSPIPEBOXFITTING NUMBER (s)LAT B-400+02.661 EA 18 " T&G32.66 ' 2.66 '2.66 'WYE Branch10955071 - x00+02.66 00+10.691 EA 18 " T&G38.00 ' 10.69 '8.00 'End @ InletLAT B-500+02.661 EA 18 " T&G32.66 ' 2.66 '2.66 'WYE Branch10955071 - x00+02.66 00+10.691 EA 18 " T&G38.00 ' 10.69 '8.00 'End @ Inlet211/17/2018 - Page 10 of 10NOT REVIEWEDBY CIVIL
Update per approved plans.
Update per approved plans.
Update per approved plans.
Update per approved plans.
Update per approved plans.
Update per approved plans.
pdate per approved plans.
Portland Cement Concrete Mix Design
Date: December 13, 2017 Mix Design #: 263-2
Contractor: K-Con Utility Services
Project:
Specific Use: Storm Structures
263-2
Project Name: Big Brown
Sample ID #: 170601020 Tested By: QC
Sample Date: May 2017 Report Date: 24-Jul-17
RESULTS ASTM C 618 AASHTO M 295
CLASS F/C CLASS F/C
48.87
18.00
5.46
72.33 70.0/50.0 min. 70.0/50.0 min.
17.91
3.89
1.15 5.0 max. 5.0 max.
0.90
0.98
1.54
0.80
RESULTS ASTM C 618 AASHTO M 295
CLASS F/C CLASS F/C
0.06 3.0 max. 3.0 max.
0.45 6.0 max. 5.0 max.
15.49 34 max. 34 max.
2.56
0.01 0.8 max. 0.8 max.
94.7 75 min.* 75 min.*
92.1 75 min.* 75 min.*
95.0 105 max. 105 max.
79.4
Meets ASTM C 618, AASHTO M 295, TXDOT DMS 4610, FDOT Section 929, Class F
*Meeting the 7 day or 28 day strength activity index will indicate specification compliance.
Melissa Garcia
Quality Assurance / Laboratory Manager
Strength Activity Index with Portland Cement
at 7 days, % of Control
Loss on Ignition, %
Aluminum Oxide (Al2O3), %
Silicon Dioxide (SiO2), %
Calcium Oxide (CaO), %
Amount Retained on No. 325 Sieve, %
Specific Gravity
Iron Oxide (Fe2O3), %
Potassium Oxide (K2O), %
Sum of SiO2, Al2O3, Fe2O3, %
PHYSICAL TESTS
Water Required, % of Control
Sodium Oxide (Na2O), %
Autoclave Soundness, %
Available Alkalies (as Na2O), %
Moisture Content, %
Loose Bulk Density, lbs/ft3
Strength Activity Index with Portland Cement
at 28 days, % of Control
Total Alkalies (as Na2O), %
Magnesium Oxide (MgO), %
Sulfur Trioxide (SO3), %
REPORT OF FLY ASH ANALYSIS
CHEMICAL TESTS
45 NE LOOP 410, SUITE 700 SAN ANTONIO, TEXAS (210) 349-4069
#4 Does not meet
the ASTM C-33 or
the TXDOT ITEM
421 specs.
ConstructionSika® Air
Air Entraining Admixture
Description Sika Air admixture is an aqueous solution of organic materials.
Sika Air meets the requirements of ASTM C-260 for air entraining admixtures.
Applications Sika Air is recommended for use whenever air entrained concrete is desired.
Ready-mix, precast and block producers can achieve predictable and uniform
entrained air contents in concrete, even where harsh lean mixes are used or
Advantages Durability:
Air entrainment is recognized as the most effective prevention against con-
crete scaling in exposed environments. Air entrained concrete delivers par-
in colder climates where frost and freeze-thaw cycles can cause scaling and
damage to the concrete surface.
Air entraining agents help to prevent scaling by creating microscopic air
voids that water trapped in the concrete can expand into when the concrete
freezes, thus preventing cracks caused by the natural expansion. Entrained
air voids in the concrete will also increase durability in harsh environments
where concrete is exposed to deicing salts, marine salts and sulfates.
Workability and Placeability:
Workability and placeability are also improved by the lubricating action of the
and shrinkage will be reduced because less water is needed to obtain the
desired workability.
How to Use
Dosage
air. Higher air contents may be obtained by increasing the dosage rate.
Dosage rates will vary depending on the air content required for a particular
volume.
Other factors that may affect the amount of air entrained into the concrete
including total cementitious content, type of pozzolanic materials, sand grada-
-
ment. Sika recommends that trial mixes be performed whenever material or
any other changes are made that may affect the amount of entrained air.
In mixes requiring a lower or higher amount dosage rate, please contact your
Product Data Sheet
Sika Air
ConstructionAll information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-
rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or
800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction
for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties
on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and
assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
601, Delmar Avenue
Pointe-Claire, QC H9R 4A9
Phone: (514) 697-2610
Fax: (514) 697-3087
Sika Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: (201) 933-8800
Fax: (201) 933-6225
1-800-933-SIKA
For the location of your nearest Sika representative, contact your regional center.
Fairless Hills, PA, Phone: (215) 295 -6600 Marion, OH, Phone: (800) 851-1545
Conyers, GA, Phone: (770) 760-1300 Mesquite, TX, Phone: (972) 289-6480
Santa Fe Springs, CA, Phone: (562) 903-3650
Mississauga, ON, Phone: (905) 795-3177, Edmonton, AB, Phone: (780) 486-6111
Mixing Measure the required quantity per batch manually or with automatic dispenser
equipment. Add Sika Air to mixing water or sand. Do not mix with dry cement.
When Sika Air is used in combination with other admixtures, care must be
taken to dispense each admixture separately into the mix.
Combination with Other Admixtures:
Combination with other admixtures, particularly water reducers and retarders, may
increase the amount of entrained air in the mix. Air contents should be checked with
an air-meter after batching and dosage adjustments made at the concrete plant.
Packaging
drums and bulk delivery.
Storage and Shelf life
thoroughly to return to normal state.
Typical Data
Appearance Dark Amber liquid.
CAUTiOn: ir r iTAnT
irritaton. May be harmful if swallowed.
Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant
only in well ventilated areas. Wash thoroughly with soap and water after use.
Remove contaminated clothing and launder before reuse.
First Aid Eyes:Skin:
soap and water. inhalation: Remove person to fresh air. ingestion: Do not
induce vomiting. Dilute with water. Contact physician. in all cases contact a
physician immediately if symptoms persist.
Safety
materials safety.
Clean Up -
suitable sealed container. Dispose of excess product and container in accor-
dance with applicable environmental regulations.
ConstructionSikament® 686
High Range and Mid Range Water Reducing Admixture
Description Sikament 686 is a high range water reducing admixture utilizing Sika’s Visco-
Crete Technology. It’s unique formulation is based on polycarboxylate
technology.
Sikament 686 meets the requirements for ASTM C-494 Types A and F.
Applications Sikament 686 is recommended for use in the production of all high strength
concrete products, whenever high plasticity and increased early and ultimate
strengths are desired.
The superplasticizing action of Sikament 686 provides excellent workability at
low water cement ratios.
Advantages High Range Water Reducing Applications: When used as a high range wa-
ter reducing admixture, water reduction up to 30% can be obtained. The su-
with excellent workability that can be placed with minimum vibration even at
a low water/cement ratio. The dispersing action of Sikament 686 maximizes
-
pressive strengths.
Mid Range Water Reducing Applications: At a lower dosage, Sikament 686
can be used as a cost effective mid range water reducing admixture or simply
as a water reducing admixture for production of conventional slump concrete.
When used as a mid range water reducing admixture, water reduction up to
15% can be obtained. This application is ideal for use with lean, harsh con-
Sikament 686 will improve
The combined water reducing and superplasticizing action provide the follow-
Higher early and ultimate strengths for cost effective high strength con-
crete and earlier structural use of concrete.
forms to precast producers.
Increased slump improves workability and reduces labor costs.
Greater concrete density reduces permeability and increases durability.
Sikament 686 does not contain calcium chloride or any other intentionally
added chlorides and will not initiate or contribute to corrosion on steel rein-
forcement present in the concrete.
How to Use
Dosage Dosage rates will vary depending on the material used, ambient conditions
For general concreting applications, Sika recommends a dosage rate between
cementitious materials may be used. In this case, delayed setting times may
occur. Dosage rates outside the recommended range may be used where
-
Mixing For best plasticizing results, Sikament 686 should be added directly
to freshly mixed concrete in the concrete mixer at the end of the batching
cycle.
Product Data Sheet
Edition 12.2005
Sikament 686
Constructionrelating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
www.sikacorp.com
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-
rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or
. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction
for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties
on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and
assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
601, Delmar Avenue
Pointe-Claire, QC H9R 4A9
Sika Corporation
201 Polito Avenue
1-800-933-SIKA
For the location of your nearest Sika representative, contact your regional center.
North Central Region
South East Region South Central Region
Western Region
Canada Ontario Alberta
ISO 9000:2000
Sikament 686 may also be dispensed as an integral material during the regu-
lar admixture batching cycle, or into freshly mixed concrete in a Ready-Mix
To optimize the superplasticizing effect, Sika recommends that the combined
materials be mixed for 80-100 revolutions, either in the concrete mixer or in
the Ready-Mix truck.
Sikament 686 is highly effective as a
single admixture or in combination with other admixtures in the Sika System.
If used in combination with certain Sikament high range water reducers, it
may affect the plastic properties of fresh concrete. Please contact your local
information.
Sikament 686 is particularly well suited for
use with Microsilica because of its water reduction capability.
Packaging
Storage and Shelf Life -
tate thoroughly to return to normal state. Protect from direct sunlight.
Shelf life when stored in dry warehouse conditions between 40°F and 80°F
Typical Data
Appearance Brown liquid.
Approx. 1.1
CAUTiON: iRRiTANT
Handling and Storage
only in well ventilated areas. Wash thoroughly with soap and water after use.
Remove contaminated clothing and launder before reuse.
Eyes:Skin:
Remove contaminated clothing. Wash skin thoroughly for 15 minutes with
soap and water. inhalation: Remove to fresh air. ingestion: Do not induce
vomiting. Dilute with water. Contact physician. in all cases contact a physi-
Clean Up -
suitable sealed container. Dispose of excess product and container in accor-
dance with applicable environmental regulations.
Sika and Sikament are registered trademarks. Made in USA. Printed in USA.