Concrete Pipe & Box Culvert Installation - Shaw Precast Solutions

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ial formed into a defined cross section that isapplied to the surface of a pipe, box section, ormanhole section joint, intended to control themovement of fluids or solids through the joint.Reinforced Concrete Pipe: a pipe structure comprisedof concrete and steel reinforcement.Such reinforcement is comprised of steel wire,welded wire fabric, or bars, of known strength,formed into a cage and positioned in the concretewall in a specific location in such a mannerthat the two materials act together to resiststresses.Reinforcement: steel in the form of wire, weldedwire fabric, or bars embedded in concrete insuch a manner that the above referenced concreteand steel act together to resist stresses.Resilient Connector: a flexible connection for joiningpipe to structures capable of being deformedand deflected without rupture or leakage.Rubber Gasket: rubber formed and used as a sealin concrete pipe joints.Spigot: that portion of the end of the pipe, regardlessof its shape or dimensions, which is overlappedby a portion of the end of the adjoiningpipe.Springline: the points on the internal surface of thetransverse cross section of a pipe intersectedby the line of maximum horizontal dimension;or in box sections, the mid-height of the internalvertical wall.Watertight: will restrain the passage of water to notexceed a specified limit.American Concrete Pipe Association • www.concrete-pipe.org 89
FEET HEAD OF WATERINTO PRESSURE, POUNDSPER SQUARE INCHFeetHeadLbs. perSquare Inch1 .432 .873 1.304 1.735 2.176 2.607 3.038 3.409 3.9010 4.3315 6.5020 8.6625 10.8330 12.9935 15.1640 17.3245 19.4050 21.6555 23.8260 25.9965 28.1570 30.3275 32.4880 34.6585 36.8190 38.9895 41.14100 43.31110 47.64120 51.97130 56.30140 60.63150 64.96160 69.29170 73.63180 77.96190 82.29200 86.62225 97.45250 108.27275 119.10300 129.93325 140.75350 151.58FEET HEAD OF WATERINTO KILOPASCALS(kN/m 2 )FeetHeadkPa1 2.992 5.983 8.964 11.955 14.946 17.937 20.928 23.919 26.9010 29.8915 44.8320 59.7725 74.7130 89.6635 104.6040 119.5445 134.4850 149.4355 164.3760 179.3165 194.2570 209.2075 224.1480 239.0885 254.0290 268.9795 283.91100 298.85110 328.73120 358.62130 388.51140 418.39150 448.28160 478.16170 508.05180 537.93190 567.81200 597.70225 672.41250 747.13275 821.84300 896.55325 971.26350 1046.0090American Concrete Pipe Association • www.concrete-pipe.org
Page 1 and 2:
RESOURCE NO 01-103Concrete Pipe& Bo
Page 3 and 4:
Joint Testing-Air..................
Page 5 and 6:
PRE-CONSTRUCTIONPRECAUTIONSFederal
Page 7 and 8:
the delivery document.If a pipe is
Page 9 and 10:
LIFT HOLD DEVICEStenances, the lift
Page 11 and 12:
INSTALLATIONLINE AND GRADEFor sewer
Page 13 and 14:
construction is not considered to b
Page 15 and 16:
invert and the string line. Special
Page 17 and 18:
TRENCH WIDTH FOR CONCRETE PIPEPipe
Page 19 and 20:
STANDARD INSTALLATIONSThrough consu
Page 21 and 22:
STANDARD TRENCH / EMBANKMENT INSTAL
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HORIZONTAL ELLIPTICAL PIPESTANDARD
Page 25 and 26:
ARCH PIPESTANDARD EMBANKMENT INSTAL
Page 27 and 28:
UNSHAPED - A granular foundation wi
Page 29 and 30:
EMBANKMENT BEDDING CIRCULAR PIPE(IN
Page 31 and 32:
TRENCH BEDDING CIRCULAR PIPE(INCHES
Page 33 and 34:
TRENCH BEDDINGS ELLIPTICAL &ARCH PI
Page 35 and 36:
EMBANKMENT BEDDINGS ELLIPTICAL& ARC
Page 37 and 38: JOINTINGPlacement of pipe should st
Page 39 and 40: LUBRICATE BELLLubricate bell jointi
Page 41 and 42: ALIGN PIPEAlign bell and spigot ofp
Page 43 and 44: JOINT PROCEDURESJoints for pipe siz
Page 45 and 46: develop the necessary controlled pu
Page 47 and 48: CURVED ALIGNMENTDeflected Straight
Page 49 and 50: FINAL BACKFILLINGOnce the envelope
Page 51 and 52: with the maximum density of a parti
Page 53 and 54: INFILTRATION TEST54American Concret
Page 55 and 56: EXFILTRATIONThe exfiltration test i
Page 57 and 58: should be measured from the same re
Page 59 and 60: AIR TEST60American Concrete Pipe As
Page 61 and 62: JOINT TESTING-AIRJoint testing acco
Page 63 and 64: II. BOX CULVERT INSTALLATION MANUAL
Page 65 and 66: • Design live load• Type of joi
Page 67 and 68: Gaskets and sealing materials shoul
Page 69 and 70: ally inspected for rocks, frozen lu
Page 71 and 72: BEDDINGS PRECAST CONCRETEBOX SECTIO
Page 73 and 74: and applied down the sidewall 12 in
Page 75 and 76: should be done uniformly. If the jo
Page 77 and 78: span or 3 ft. (1 m), whichever is l
Page 79 and 80: AASHTO M 273 (M 273M): Precast Rein
Page 81 and 82: Covers joints where infiltration or
Page 83 and 84: Sewer Pipe: Covers acceptance of pi
Page 85 and 86: ASTM C 1433 (C 1433M): Precast Rein
Page 87: sewer and its connections through p
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