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Complete pipe system solutions

FIBERSTRONGTM

PRODUCT SPECIFICATION

FIBERGLASS REINFORCED POLYESTER UNDERGROUND PIPE SYSTEMS

All information was correct at the time of going to press. However, we reserve the right to alter, amend and update any product, information and services described in this brochure. ©2005 By Future Pipe Industries, Inc. No part of this brochure may be reproduced in any form, by printing, photocopy, microfilm, or any other means without the written permission of Future Pipe Industries.

Table of Contents

1 DESCRIPTION

General 1

Construction 1

Applicable Standards 2

2 USE AND APPLICATIONS 2

Pressure limitations 3

Load and burial depth limitations 4

Maximum allowable deflections 4

3 JOINTS 5

Alternative jointing systems 5 - 6

Fittings 7

4 QUALITY CONTROL 8 - 10

5 PHYSICAL AND MECHANICAL PROPERTIES 11

Dimensions 11

Stiffness classes 11

Other properties 11

Wall Thickness 12

Pipe thickness; SN 18 psi 12

Pipe thickness; SN 36 psi 13

Pipe thickness; SN 46 psi 14

Pipe thickness; SN 72 psi 15

Pipe and coupling weights 16

Pipe circumferential tensile strength 17 – 18

Pipe axial tensile strength 19 – 20

Pipe axial compressive strength 21

6 ALLOWABLE JOINT DEFLECTIONS 22

7 REMEDIAL WORK 23

8 MARKING AND IDENTIFICATION 23

9 PACKAGING 23

10 HANDLING AND STORAGE REQUIREMENTS 23

11 CUSTOMER INSPECTION 24

12 INSTALLATION 24

FIBREGLASS REINFORCED PLASTIC PIPE

PRODUCT LINE

DESCRIPTION

General

Future Pipe Industries’ FiberstrongTM Fiberglass Reinforced Polyester (FRP) pipe and joints are a corrosion resistant underground piping system constructed for use in both gravity and pressure applications. They consist of a thermosetting chemical resistant polyester resin, fiberglass reinforcements and silica sand. Pipes are available in gravity (G), 50, 100, 150, 200 and 250 psig pressure classes. Intermediate pressure classes are available. The standard jointing system is a double socket FRP coupling joint with two Reka rubber gaskets. Pipe stiffness (PS) can be 18, 36, 46 and 72 psi. Nominal pipe diameters (DN) are from 14” through 158”.

LINER BACK-UP

STRUCTURAL WALL (2)

STRUCTURAL WALL (1)

TYPICAL PIPE WALL CONSTRUCTION

{ INNER LINER

PIPE CORE LAYER

EXTERIOR SURFACE

LINER

Construction

Fiberstrong FRP pipe is a filament wound, corrosion resistant composite laminate manufactured from thermosetting polyester resin, fiberglass filament windings, fiberglass chopped roving, and finely graded pure silica sand. The pipe consists of a resin-rich reinforced liner, structural walls, a stiffness core and a resin rich exterior layer. Chemical resistant ‘C’ glass mat or veil is used in all surface reinforcements.

Applicable Standards Main applications For gravity sewers For pressure pipe For sewer & industrial pressure pipe

ASTM D-3262 ASTM D-3517 ASTM D-3754 AWWA C-950 For water pipe

USE AND APPLICATION

Fiberstrong FRP pipe is suitable and approved for use in potable water systems. It is also suitable for raw water, seawater and corrosive environments including sanitary sewage and many industrial effluents with a temperature range of -40°F to +95°F. Some corrosive industrial effluents may require use of Vinyl Ester resins. Consult FPI for recommendations on resin choices for use in transporting corrosive industrial effluents. Gravity sewer pipe meet the long term Chemical requirements (HSO resistance) of ASTM D 3262 when tested in accordance to ASTM D 3681.

Pressure and Loading Limitations

FRP pipes manufactured per this specification will have the following pressure capabilities (in psig) regardless of pipe stiffness for continuous service temperatures up to 95°F. Pressure classes are based on long term HDB testing in accordance with ASTM D 2992 procedure B. Consult FPI on availability of intermediate pressure classes.

Pressure Class (psi) CL 50 CL 100 CL 150 CL 200 CL 250 Working pressure 50 100 150 200 250 Maximum surge pressure 70 140 210 280 350 Maximum field test pressure 75 150 225 300 375 Maximum factory test pressure 100 200 300 400 500

Gravity pipe is suitable for a maximum operating head of 33 ft of water.

Pipes shall also have the following characteristics.

Stiffness Class (psi) SN 18 SN 36 SN 46 SN 72

Maximum Cover Depth* installed in:

Fully compacted gravel/crushed stone

46 ft 52 ft 54 ft 58 ft

Full clean Sand compacted to >85-90% Std proctor

26 ft 42 ft 44 ft 48 ft

Full excavated Sand compacted to >85-90% Std proctor

20 ft 24 ft 26 ft 30 ft

Clean sand / gravel compacted to 90% SPD, up to 70% of ID

N.R. 15 ft 17 ft 23 ft

Lightly Tamped clean sand** N.R. 4 ft 5 ft 9 ft Minimum Cover Depth with AASHTO H-20

4 ft 3.3 ft 3.3 ft 3.3 ft

Cooper E 80 Railroad 12 ft 10 ft 10 ft 10 ft

* Maximum allowable cover depth varies with the type of installation and native

soil conditions. The above table is based on native soils having an SPT blow count (N) of at least 4. Refer to the current Future Pipe Industries’ Fiberstrong™ Underground FRP Pipe Handling & Installation Manual for details.

** Lightly tamped sand backfill should not be used where the groundwater table is higher than the trench bottom. *** Minimum cover restrictions may be reduced with special installations such as

concrete encasement, concrete protection cover slabs, casings, or other provisions to carry the surface load. FRP pipe require a minimum cover equal

to 80% of the pipe diameter of compacted granular fill to prevent flotation in areas with a high ground water table.

Stiffness Class (psi) SN 18 SN 36 SN 46 SN 72 Max. allowable vacuum level in psig at cover shown below with water table at grade & pipe installed in

Installation type *** Full compacted gravel -14.7 -14.7 -14.7 -14.7 (@ 15 ft) Full compacted clean sand to 90% Standard Proctor density (@ depth shown in ft)

-7

(@ 12ft)

-14.7 -14.7 -14.7

*** Maximum vacuum level varies with other types of installation. Consult FPI Regardless of pipe stiffness or pressure class, the following

limitations apply:

Native soil Blow Count (SPT)*

2 3-5 >6

Maximum allowable Initial deflection (%)

2 2½ 3

Maximum allowable long term deflection ( % )

5 5 5

* Blow counts shall be determined as per ASTM D 1586 Standard Method for Penetration Test and Split-barrel sampling of Soils (SPT). Very soft cohesive soils and very loose granular soils with an SPT count (N) of less than 2 will require special installations for stability (e.g. permanent sheeting, and/or geo-textile membrane trench lining and/or cement-stabilized backfill). A soil specialist should be consulted.

JOINTS Fiberstrong™ pipes and fittings are joined using a filament wound double bell Reka Coupling. The sealing of this FRP joint is achieved by the compression of two Reka rubber gaskets (typically EPDM) when the joint is assembled. The joint meets the rigorous requirements of ASTM D 4161. Restrained versions are available. Available in all diameters up to 158”.

Alternative Jointing Systems

Pipe sections may be laminated together utilizing an external (and internal) lay-up "butt-wrap" consisting of layers of fiberglass mat and woven roving impregnated with polyester resin. The minimum strength of the lay-up is equal to the minimum pipe wall strength.

Mechanical step couplings as manufactured by StraubTM, TeekayTM, Viking-JohnsonTM or approved equivalent may be used for joining to different pipe materials such as cast iron or steel pipe. Refer to section 5.4 for pipe O.D's. Fiberstrong Pipe in sizes 16” through 64” are compatible with standard AWWA ductile iron fittings. Flanges are filament wound or contact molded and are drilled to standard ANSI B16.1, 125 psig flange dimensions. Flanges can be drilled to other standards (AWWA C207, ISO, BS etc...)

Pipe may also be supplied with bell and spigot type joints with

one elastomeric EPDM rubber gasket for sealing in sizes below 16”. Consult FPI on sizes available.

Fittings

FPI manufactures a full range of fittings such as elbows, tees, reducers, Wyes, flanges are manufactured entirely from pipe sections laminated together with Fiberglass reinforcements and resin or contact molded. No metal parts are used in the manufacture of FPI’s fittings. Fittings are available with spigot ends, flanged ends or with plain ends.

Air Valve Tee

Complex Flanged Fittings

QUALITY CONTROL

Future pipe Industries is committed to providing high quality products and operates a quality system meeting ISO 9001 requirements. Quality Control testing includes thorough checks for all incoming raw materials and finished products according to Future Pipe Industries’ strict written standards. The following physical and dimension checks will be made:

TYPE OF TEST

EACH PIPE

ONCE PER

SHIFT

STANDARD

REFERENCE

Wall thickness & Length X ASTM D 3517

Visual inspection X FPI

Spigot outside diameter X FPI

Hydrostatic test for pressure pipe (options for gravity pipes)

X ASTM D 3517

Stiffness X ASTM D 2412

Barcol hardness X ASTM D 2583

Constituents by weight % (LOI) X ASTM D 2584

Axial tensile strength X ASTM D 638

Circumferential tensile strength X ASTM D 2290

All resin consignments are checked for viscosity and gel time. Glass rovings are checked for TEX/Yieldvalue and moisture content. Silica sand is checked for proper gradation, organic materials content and moisture content.

Wall thickness measurements – every pipe

Inside diameter measurement – every pipe

Outside diameter measurement – every pipe

Hoop tensile strength batch test using split disk tester (ASTM D 2290)

Axial tensile strength batch test using UTM (ASTM D 638)

Stiffness batch test – ASTM D 2412

Pressure testing in accordance with AWWA C 950

PHYSICAL/MECHANICAL PROPERTIES

Dimensions

DIMENSIONS SPECIFICATION TOLERANCE Laying Length (L) Standard Lengths

20 or 40 ft +/-1”

End Squareness End Planeness

End shall be both square to axis of the pipe and plane

Not more than 0.08” + 0.125 x D” where D is the nominal internal diameter of the pipe in inches, with a max of 0.25 inches

Thickness Minimum average per 5.4

Single point 87.5%

Roundness* Deviation

Pipes shall be round

+/- 1%

* Pipe self-weight not included

Stiffness

STIFFNESS CLASS

MINIMUM PIPE STIFFNESS (PS*) F/ΔY = E.I/(0.149 r3)

psi kPa SN 18 18.0 124 SN 36 36.0 248 SN 46 46.0 316 SN 72 72.0 496

* Pipe Stiffness (PS)@ 5 % deflection as defined by ASTM & AWWA

Other Properties

PROPERTY DESIGN VALUE

Linear coefficient of thermal expansion (in.in/°F) Poisson’s ration

17 x 10-6

0.25 - 0.3

Wall thicknesses

Pipe thickness (mm) for solid walled pipe. Note: Pipe ND > 90” may be ribbed and wall thickness shown may not be applicable.

NOMINAL WALL THICKNESS FOR PIPE SN 18 psi, inch

DN inch

G & 50 Psig

100 psig

150 psig

200 psig

250 psig

OD inch

14 0.193 0.189 0.189 0.185 0.185 15.30 16 0.220 0.213 0.209 0.205 0.209 17.40 18 0.240 0.232 0.228 0.228 0.228 19.50 20 0.268 0.256 0.252 0.248 0.248 21.60 24 0.315 0.299 0.291 0.287 0.287 25.80 27 0.350 0.335 0.323 0.319 0.319 29.00 30 0.390 0.366 0.354 0.350 0.346 32.00 33 0.409 0.386 0.374 0.370 0.366 34.00 36 0.461 0.429 0.413 0.409 0.409 38.30 42 0.535 0.496 0.476 0.469 0.469 44.50 48 0.610 0.559 0.539 0.531 0.528 50.80 56 0.685 0.630 0.606 0.598 0.594 57.56 60 0.732 0.673 0.646 0.634 0.634 61.61 64 0.780 0.717 0.685 0.673 0.673 65.67 66 0.815 0.744 0.713 0.701 0.701 68.44 70 0.862 0.787 0.752 0.740 0.736 72.46 74 0.909 0.827 0.791 0.780 0.776 76.48 78 0.953 0.870 0.831 0.819 0.815 80.49 82 1.000 0.909 0.870 0.858 0.854 84.51 86 1.047 0.953 0.909 0.898 0.894 88.52 90 1.094 0.996 0.953 0.937 0.929 92.54 94 1.142 1.035 0.992 0.972 0.969 96.56 98 1.185 1.079 1.031 1.012 1.008 100.57 102 1.240 1.118 1.071 104.59 106 1.283 1.161 1.110 108.60 110 1.331 1.205 1.150 112.62 114 1.378 1.244 116.63 118 1.425 1.287 120.65 122 1.472 1.331 124.67 126 1.516 1.370 128.68 130 1.563 1.413 132.70 134 1.610 1.453 136.71 138 1.657 1.496 140.73 142 1.709 1.539 144.74 146 1.756 1.579 148.76 150 1.803 1.622 152.78 154 1.846 1.661 156.79 158 1.894 1.705 160.81

Pipe thickness (inch) for solid walled pipe.

Note: Pipe ND > 90”may be ribbed and wall thickness shown may not be applicable.

NOMINAL WALL THICKNESS FOR PIPE SN 36 psi, inch

DN inch

G & 50 psig

100 psig

150 psig

200 psig

250 psig

OD Inch

14 0.240 0.236 0.228 0.224 0.224 15.30 16 0.268 0.264 0.256 0.252 0.252 17.40 18 0.299 0.291 0.283 0.280 0.276 19.50 20 0.327 0.319 0.311 0.303 0.303 21.60 24 0.390 0.382 0.362 0.358 0.354 25.80 27 0.441 0.421 0.406 0.398 0.394 29.00 30 0.484 0.465 0.441 0.433 0.429 32.00 33 0.512 0.488 0.469 0.461 0.453 34.00 36 0.575 0.547 0.524 0.512 0.508 38.30 42 0.665 0.630 0.602 0.591 0.583 44.50 48 0.760 0.720 0.681 0.665 0.657 50.80 56 0.858 0.811 0.772 0.752 0.744 57.56 60 0.921 0.866 0.823 0.799 0.791 61.61 64 0.976 0.921 0.874 0.850 0.843 65.67 66 1.020 0.961 0.909 0.886 0.874 68.44 70 1.079 1.012 0.961 0.937 0.925 72.46 74 1.134 1.067 1.012 0.984 0.972 76.48 78 1.193 1.122 1.063 1.035 1.024 80.49 82 1.252 1.177 1.114 1.087 1.071 84.51 86 1.311 1.232 1.165 1.134 1.122 88.52 90 1.374 1.283 1.217 1.185 1.169 92.54 94 1.433 1.339 1.268 1.232 1.217 96.56 98 1.492 1.394 1.319 1.283 1.268 100.57 102 1.551 1.449 1.370 104.59 106 1.606 1.504 1.421 108.60 110 1.665 1.559 1.472 112.62 114 1.724 1.610 116.63 118 1.787 1.669 120.65 122 1.846 1.724 124.67 126 1.906 1.776 128.68 130 1.965 1.831 132.70 134 2.028 1.886 136.71 138 2.079 1.941 140.73 140 2.138 1.996 144.74 144 2.201 2.051 148.76 148 2.260 2.102 152.78 152 2.319 2.161 156.79 156 2.378 2.213 160.81

Pipe thickness (inch) for Solid Walled Pipe. Note: Pipe ND > 90”may be ribbed and wall thickness shown may not be applicable.

NOMINAL WALL THICKNESS FOR PIPE SN 46 psi, inch

DN inch

G & 50 psig

100 psig

150 psig

200 psig

250 psig

OD inch

14 0.248 0.248 0.248 0.244 0.240 15.30 16 0.280 0.280 0.276 0.272 0.272 17.40 18 0.315 0.311 0.307 0.299 0.299 19.50 20 0.343 0.343 0.335 0.331 0.327 21.60 24 0.409 0.402 0.394 0.386 0.382 25.80 27 0.461 0.453 0.437 0.429 0.425 29.00 30 0.504 0.496 0.480 0.469 0.465 32.00 33 0.535 0.528 0.508 0.496 0.492 34.00 36 0.598 0.591 0.567 0.555 0.547 38.30 42 0.697 0.681 0.654 0.638 0.630 44.50 48 0.791 0.776 0.744 0.724 0.717 50.80 56 0.894 0.874 0.835 0.815 0.803 57.56 60 0.961 0.933 0.894 0.870 0.858 61.61 64 1.020 0.996 0.949 0.925 0.913 65.67 66 1.063 1.035 0.988 0.961 0.949 68.44 70 1.126 1.094 1.043 1.016 1.004 72.46 74 1.185 1.157 1.098 1.071 1.055 76.48 78 1.252 1.217 1.157 1.126 1.110 80.49 82 1.311 1.276 1.213 1.181 1.165 84.51 86 1.374 1.335 1.268 1.232 1.217 88.52 90 1.433 1.394 1.323 1.287 1.272 92.54 94 1.496 1.453 1.382 1.343 1.323 96.56 98 1.555 1.512 1.437 1.398 1.378 100.57 102 1.622 1.575 1.492 104.59 106 1.681 1.634 1.547 108.60 110 1.744 1.693 1.602 112.62 114 1.803 1.752 116.63 118 1.870 1.811 120.65 122 1.929 1.870 124.67 126 1.992 1.929 128.68 128 2.051 1.988 132.70 132 2.114 2.047 136.71 136 2.177 2.110 140.73 140 2.240 2.169 144.74 144 2.299 2.228 148.76 148 2.362 2.287 152.78 152 2.421 2.346 156.79 156 2.480 2.406 160.81

Pipe thickness (inch) for Solid Walled Pipe. Note: Pipe ND > 90” mm may be ribbed and wall thickness shown will not be applicable.

NOMINAL WALL THICKNESS FOR PIPE SN 72 psi, inch

DN inch

G & 50 psig

100 psig

150 psig

200 psig

250 psig

OD Inch

14 0.295 0.295 0.287 0.280 0.276 15.30 16 0.335 0.331 0.319 0.311 0.311 17.40 18 0.374 0.370 0.358 0.350 0.343 19.50 20 0.409 0.406 0.394 0.382 0.378 21.60 24 0.488 0.484 0.461 0.449 0.441 25.80 27 0.551 0.539 0.516 0.500 0.492 29.00 30 0.606 0.594 0.563 0.551 0.539 32.00 33 0.642 0.626 0.598 0.583 0.571 34.00 36 0.724 0.709 0.669 0.650 0.638 38.30 42 0.839 0.819 0.772 0.752 0.736 44.50 48 0.957 0.929 0.878 0.850 0.835 50.80 56 1.083 1.055 0.992 0.961 0.941 57.56 60 1.157 1.126 1.063 1.024 1.004 61.61 64 1.232 1.197 1.130 1.091 1.071 65.67 66 1.283 1.248 1.173 1.138 1.114 68.44 70 1.362 1.319 1.244 1.201 1.177 72.46 74 1.441 1.394 1.307 1.264 1.240 76.48 78 1.508 1.465 1.378 1.331 1.303 80.49 82 1.587 1.535 1.441 1.394 1.366 84.51 86 1.665 1.610 1.512 1.461 1.429 88.52 90 1.736 1.681 1.575 1.524 1.492 92.54 94 1.811 1.752 1.646 1.587 1.555 96.56 98 1.890 1.827 1.713 1.654 1.618 100.57 100 1.961 1.898 1.780 104.59 104 2.035 1.969 1.846 108.60 108 2.114 2.035 1.913 112.62 112 2.185 2.114 116.63 116 2.260 2.185 120.65 120 2.339 2.252 124.67 124 2.409 2.331 128.68 128 2.484 2.398 132.70 132 2.563 2.469 136.71 136 2.642 2.539 140.73

Approximate pipe & joints weights (for handling purposes only)

NOMINAL PIPE WEIGHT; lb/ft

COUPLING WEIGHT

DN inch

SN 18

psi

SN 36

psi

SN 46

psi

SN 72

psi

Lb/pc

14 7 9 10 11 26 16 9 11 12 14 29 18 12 15 16 19 33 20 15 18 19 23 37 24 21 25 27 33 64 28 28 34 37 42 73 32 36 44 48 57 81 36 45 56 61 72 88 40 55 69 74 85 101 44 67 83 90 103 123 48 79 98 106 127 147 52 92 115 124 142 168 56 107 134 144 164 176 60 122 151 164 186 187 64 139 171 186 211 205 68 156 193 209 241 216 72 175 216 234 270 233 76 194 242 262 317 249 80 213 267 289 333 268 84 234 293 318 367 286 88 258 322 349 403 306 92 281 351 380 456 326

96/98 305 384 415 496 345 100/102 341 416 450 535 365 104/104 366 449 486 577 387 108/110 394 491 514 621 409 112/114 422 527 551 665 431 116/118 452 565 591 711 583 120/122 482 603 630 711 607 128/130 545 683 713 860 631 132/134 578 726 757 914 658 136/138 612 765 800 682 140/142 649 809 847 708 144/146 685 856 894 735 148/150 722 903 943 761 152/154 759 950 788 156/158 799 1000 814 Note: Pipe sizes larger than 90” may be ribbed and will weigh less than the above values. Consult FPI for weights of large diameters.

Pipe circumferential (hoop) tensile strength

Minimum hoop tensile strength lbf / in of width Pressure class, psi

Diameter inch

50 (3.4)

75 (5.2)

100 (6.9)

125 (8.6)

150 (10.3)

175 (12.1)

200 (13.8)

225 (15.5)

250 (17.2)

Diameter mm

14 1400 2100 2800 3500 4200 4900 5600 6300 7000 350 16 1600 2400 3200 4000 4800 5600 6400 7200 8000 400 18 1800 2700 3600 4500 5400 6300 7200 8100 9000 450 20 2000 3000 4000 5000 6000 7000 8000 9000 10000 500 24 2400 3600 4800 6000 7200 8400 9600 10800 12000 600 28 2800 4200 5600 7000 8400 9800 11200 12600 14000 700 30 3000 4500 6000 7500 9000 10500 12000 13500 15000 750 32 3200 4800 6400 8000 9600 11200 12800 14400 16000 800 33 3300 4950 6600 8250 9900 11550 13200 14850 16500 825 36 3600 5400 7200 9000 10800 12600 14400 16200 18000 900 40 4000 6000 8000 10000 12000 14000 16000 18000 20000 1000 42 4200 6300 8400 10500 12600 14700 16800 18900 21000 1050 44 4400 6600 8800 11000 13200 15400 17600 19800 22000 1125 46 4600 6900 9200 11500 13800 16100 18400 20700 23000 1175 48 4800 7200 9600 12000 14400 16800 19200 21600 24000 1225 50 5000 7500 10000 12500 15000 17500 20000 22500 25000 1275 52 5200 7800 10400 13000 15600 18200 20800 23400 26000 1325 54 5400 8100 10800 13500 16200 18900 21600 24300 27000 1375 56 5600 8400 11200 14000 16800 19600 22400 25200 28000 1425 60 6000 9000 12000 15000 18000 21000 24000 27000 30000 1525 64 6400 9600 12800 16000 19200 22400 25600 28800 32000 1625 68 6800 10200 13600 17000 20400 23800 27200 30600 34000 1725 72 7200 10800 14400 18000 21600 25200 28800 32400 36000 1825 74 7400 11100 14800 18500 22200 25900 29600 33300 37000 1875 76 7600 11400 15200 19000 22800 26600 30400 34200 38000 1925 78 7800 11700 15600 19500 23400 27300 31200 35100 39000 1975 80 8000 12000 16000 20000 24000 28000 32000 36000 40000 2025 82 8200 12300 16400 20500 24600 28700 32800 36900 41000 2075 84 8400 12600 16800 21000 25200 29400 33600 37800 42000 2125 86 8600 12900 17200 21500 25800 30100 34400 38700 43000 2175 88 8800 13200 17600 22000 26400 30800 35200 39600 44000 2225 90 9000 13500 18000 22500 27000 31500 36000 40500 45000 2275 92 9200 13800 18400 23000 27600 32200 36800 41400 46000 2325 94 9400 14100 18800 23500 28200 32900 37600 42300 47000 2375 96 9600 14400 19200 24000 28800 33600 38400 43200 48000 2450 98 9800 14700 19600 24500 29400 34300 39200 44100 49000 2500 100 10000 15000 20000 25000 30000 35000 2550 102 10200 15300 20400 25500 30600 35700 2600 104 10400 15600 20800 26000 31200 36400 2650 106 10600 15900 21200 26500 31800 37100 2700 108 10800 16200 21600 27000 32400 37800 2750 110 11000 16500 22000 2800

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Pipe circumferential (hoop) tensile strength

Minimum hoop tensile strength lbf / in of width Pressure class, psi

Diameter inch

50 3.4

75 5.2

100 6.9

125 8.6

150 10.3

175 12.1

200 13.8

225 15.5

250 17.2

Diameter mm

112 11200 16800 22400 2850 114 11400 17100 22800 2900 116 11600 17400 23200 2950 118 11800 17700 23600 3000 120 12000 18000 24000 3050 122 12200 18300 24400 3100 124 12400 18600 24800 3150 126 12600 18900 25200 3200 128 12800 19200 25600 3250 130 13000 19500 26000 3300 132 13200 19800 26400 3350 134 13400 20100 26800 3400 136 13600 20400 27200 3450 138 13800 20700 27600 3500 140 14000 21000 28000 3550 142 14200 21300 28400 3600 144 14400 21600 28800 3650 146 14600 21900 29200 3700 148 14800 22200 29600 3750 150 15000 22500 30000 3800 152 15200 22800 30400 3850 154 15400 23100 30800 3900 156 15600 23400 31200 3950 158 15800 23700 31600 4000

Note: Values derived from table 10 of AWWA C 950. Not all sizes maybe available.

Pipe axial tensile strength

Minimum axial tensile strength; lbf /in of circumference Pressure class, psig (bars)

Diameter inch

50 (3.4)

75 (5.2)

100 (6.9)

125 (8.6)

150 (10.3)

175 (12.1)

200 (13.8)

225 (15.5)

250 (17.2)

Diameter mm

14 580 580 580 680 751 789 813 950 1089 350 16 580 580 580 725 859 902 929 1045 1161 400 18 580 597 608 760 911 957 972 1094 1215 450 20 580 696 675 844 1013 1064 1080 1215 1350 500 24 580 696 810 1013 1215 1276 1296 1458 1620 600 28 580 771 946 1183 1420 1491 1512 1701 1890 700 30 580 771 952 1190 1428 1499 1499 1686 1873 750 32 610 811 1014 1268 1522 1598 1599 1799 1998 800 33 630 838 1047 1309 1571 1649 1648 1854 2060 825 36 690 918 1142 1428 1713 1799 1798 2023 2248 900 40 770 1024 1268 1585 1902 1997 1998 2248 2498 1000 42 800 1064 1332 1665 1998 2098 2098 2360 2622 1050 44 840 1058 1276 1595 1914 2010 2198 2473 2747 1100 46 880 1109 1334 1668 2001 2101 2298 2585 2872 1175 48 920 1159 1392 1740 2088 2192 2268 2552 2835 1225 50 960 1210 1450 1813 2175 2284 2363 2658 2954 1275 52 990 1247 1508 1885 2262 2375 2458 2765 3072 1325 54 1030 1298 1567 1959 2351 2468 2552 2871 3189 1375 56 1070 1348 1624 2030 2436 2558 2647 2977 3308 1425 60 1150 1449 1742 2178 2613 2744 2835 3189 3544 1525 64 1220 1537 1856 2320 2784 2923 3025 3403 3780 1625 66 1260 1588 1916 2395 2874 3018 3119 3509 3898 1675 68 1300 1638 1972 2465 2958 3106 3214 3615 4017 1725 72 1370 1726 2090 2613 3135 3292 3402 3827 4253 1825 76 1450 1827 2204 2755 3306 3471 3592 4041 4232 1925 78 1490 1803 2106 2633 3159 3317 3475 3909 4344 1975 80 1530 1851 2160 2700 3240 3402 3564 4010 4455 2025 84 1600 1936 2268 2835 3402 3572 3742 4210 4678 2125 88 1680 2033 2376 2970 3564 3742 3920 4410 4901 2225 90 1720 2081 2430 3038 3645 3827 4010 4511 5012 2275 92 1760 2130 2484 3105 3726 3912 4099 4611 5123 2325 96 1830 2214 2592 3240 3888 4082 4277 4812 5346 2425 98 1870 2263 2646 3308 3969 4167 4366 4912 5458 2500 102 1950 2360 2754 3443 4131 4338 2600 104 1980 2396 2808 3510 4212 4423 2650 106 2020 2444 2862 3578 4293 4508 2700 108 2060 2493 2916 3645 4374 4593 2750 110 2100 2541 2970 2800 112 2140 2589 3024 2850 114 2170 2626 3078 2900 116 2210 2674 3132 2950 118 2250 2723 3186 3000

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Pipe axial tensile strength

Minimum axial tensile strength; lbf /in of circumference Pressure class, psig (bars)

Diameter inch

50 (3.4)

75 (5.2)

100 (6.9)

125 (8.6)

150 (10.3)

175 (12.1)

200 (13.8)

225 (15.5)

250 (17.2)

Diameter mm

120 2290 2771 3240 3050 122 2330 2819 3294 3100 124 2360 2856 3348 3150 126 2400 2904 3402 3200 128 2440 2952 3456 3250 130 2480 3001 3510 3300 132 2520 3049 3564 3350 134 2550 3086 3618 3400 136 2590 3134 3672 3450 138 2630 3182 3726 3500 140 2670 3231 3780 3550 142 2710 3279 3834 3600 144 2740 3315 3888 3650 146 2780 3364 3942 3700 148 2820 3412 3996 3750 150 2860 3461 4050 3800 152 2900 3509 4104 3850 154 2940 3557 4158 3900 156 2970 3594 4212 3950 158 3010 3642 4266 4000

Note: Values derived from table 11 of AWWA C 950. Not all sizes may be available.

Pipe axial compressive strength

Minimum pipe axial compressive strength, lbf / inch of circumference

Diameter

inch lbf/in 14-30 580

32 610 33 630 36 690 40 770 42 800 44 840 46 880 48 920 50 960 52 990 54 1030 56 1070 60 1150 64 1220 66 1260 68 1300 72 1370 76 1450 78 1490 80 1530 84 1600 88 1680 90 1720 92 1760 96 1830 98 1870 102 1950 104 1980 106 2020 108 2060 110 2100 112 2140 114 2170 116 2210 118 2250 120 2290 122 2330 124 2360 126 2400 128 2440 130 2480

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Pipe axial compressive strength

Minimum pipe axial compressive strength, lbf / inch of circumference

Diameter

inch lbf/in 132 2520 134 2550 136 2590 138 2630 140 2670 142 2710 144 2740 146 2780 148 2820 150 2860 152 2900 154 2940 156 2970 158 3010

Note: Values derived from table 13 of AWWA C 950 and table 7 of ASTM D 3262. Not all sizes may be available.

ALLOWABLE JOINT ANGULAR DEFLECTION

NOMINAL ANGULAR DEFLECTION AT JOINT

Nominal Offset (in)

Nominal Radius of

Curvature (ft) Section Lengths

Norminal

Pipe Diameter

inch

Nominal Angular

Deflection

10 ft

20 ft

40 ft

10 ft

20 ft

40 ft

3 to 6 4.0 8.3 16.4 Na 143 286 Na 8 to 12 3.5 7.2 14.4 28.9 162 326 653 14 to 20 3.0 6.2 12.4 24.7 190 383 763 24 to 36 2.0 4.1 8.3 16.5 286 573 1163 40 to 48 1.5 3.1 6.2 12.4 383 763 1526 52 to 72 1.0 2.0 4.1 8.3 573 1146 2289 78 & larger 0.5 1.0 2.0 4.1 1146 2289 4584

REMEDIAL WORK

Repairs of pipe wall will not exceed 5% of the interior surface and 5% of the exterior surface.

The number of repairs will not exceed an average of 1 per 3 Ft length of pipe in each surface.

Pipe sections may contain factory lay-up joints which will not be considered as repairs.

MARKING AND IDENTIFICATION

Each pipe section and coupling shall be marked with the following information:

1. "FPI”, pipe pressure class (PN) and stiffness (SN). 2. Manufacturing Number 3. Nominal diameter (ND) in inches, and length (L) in feet. 4. Applicable specification. PACKAGING Pipe shall be suitably cradled, wedged or braced to prevent damage during shipment per FPI packaging specification. Rubber ring gaskets, and joint lubricant (if purchased from FPI) will be shipped in suitable containers or bags. HANDLING AND STORAGE REQUIREMENTS Do not stack pipe for storage without prior written approval from Future Pipe Industries. FRP Reka couplings should be stored flat. When storing the pipe directly on the ground, make sure that the ground is loose sand, level and free of potentially damaging debris or stones. Pipe sections 40 feet or less in length may be lifted using one support point. Any pipe section may be lifted using two support points separated by a third of that of the section length and located equidistant from the pipe section center. For lifting pipe, use pliable straps or rope. Do not use steel cables or chains unless sufficient padding is used to protect the pipe surface. Store rubber gaskets in their original containers (bags) in a cool, dry area shaded from sunlight.

Do not drop or impact the pipe, particularly at pipe ends.

Caution: Workers should wear gloves when handling pipe to protect hands from the rough pipe surfaces.

Additional handling instructions shall be according to the

Fiberstrong™ FRP Pipe Handling & Installation Manual for underground Pipe Systems.

CUSTOMER INSPECTION

The customer is responsible for inspection of all deliveries for shipping damage at the time of taking delivery and must note any damage or shortage on the delivery note at that time.

The customer is responsible for visually inspecting the pipe upon

delivery for adherence to the product standard set forth therein. INSTALLATION

Installation specifications have been developed to ensure that pipe will perform as designed, and therefore, must be adhered to during installation. The Contractor shall ensure that the pipe is being installed according the Fiberstrong™ FRP Pipe Handling & Installation Manual for underground Pipe Systems. Always use a vegetable based joint lubricant. As with all piping systems, unbalanced thrust forces will be present at changes of direction or cross-sections such as in elbows, reducers, tees, wyes or bulk heads. These forces must be restrained for system stabilization. Adequate restraint can be achieved through concrete thrust blocks or restrained joints. Pipe deflection should be measured immediately after completing backfilling of the trenches.

Complete pipe System Solutions

USA Factories

Gulfport, Mississippi 12450 Glascock Drive

Gulfport, MS 39503 USA Tel : (228) 604-0060 Fax : (228) 604-0051

e-mail : [email protected]

Houston, Texas 11811 Proctor Road

Houston, TX 77038 USA Tel : (281)847-2987 Fax : (281) 847-1931

e-mail : [email protected]

Spoolable Reinforced Composite Pipe Factory 8641 Moers Road

Houston, TX 77075 USA e-mail : [email protected]

USA & Latin America Sales Office

11811 Proctor Road Houston, TX 77038 Tel : (281)847-2987 Fax : (281) 847-4216

e-mail : [email protected]

Other Future Pipe Group factory locations worldwide

Holland, Dubai, Abu Dhabi, Saudi Arabia, Oman, Qatar, Lebanon, Egypt

www.futurepipe.com/usa