706.14 787 4.1.6 Provide steel according to 709.01, 709.08, 709.10, or 709.12. Provide epoxy coated steel according to 7 09.00 for the manhole flat slab tops, catch basin tops and inlet tops only. 7.0 Ensure that no more than two holes are cast, drilled, or otherwise neatly made in the shell of each piece of each riser section for the purpose of handling or laying. Taper t he holes unless drilled, and before backfilling fill the tapered holes with portland cement mortar, precast concrete plugs secured with portland cement mortar, or a device on the Department’s Approved List specifically designed for filling the hole. Fill drilled holes with portland cement mortar . 8.2.2 Absorption test does not apply 10.0 Perform inspection at the project site. 11.0 In addition, mark the plant location on each manhole top or barrier section. Ensure manufacturers providing materials are ce rtified according to Supplement Ensure structures that have a span of 10 feet or greater and are located under the traveled way, including the treated shoulder width, are designed in accordance with the AASHTO LRFD Bridge Design Specifications. Have competent individuals prepare and check the shop drawings . Provide a cover sheet containing the preparer(s) and checker(s): First Name, Last Name, Initials and Content Responsibility. Preparer(s) and checker(s) shall initial each sheet for their content responsibility. The preparer(s) and ch ecker(s) shall not be the same individual. Have an Ohio Registered Engineer review, approve, sign, seal and date the shop drawing cover sheet or submittal letter according to ORC 4733 and OAC 4733 -35.
706.14 Preformed Flexible J oint Sealant. Provide preformed flexible joint
sealant for concrete conduit according to ASTM C 990. Furnish materials according to the Department's QPL.
706.15 Precast Reinforced Concrete Outlets. Provide precast reinforced
concrete outlets composed of cement conforming to 701, except 701.07. Provide aggregate conforming to the quality requirements of 703.02. Provide epoxy coated steel reinforcement conforming to 709.00. Do not provide holes for handling or laying. Ensure that the outlet hole are th e same size as the outlet pipe. Perform inspection at the project site. Ensure manufacturers providing materials are certified according to Supplement 1073 . 707 STEEL, ALUMINUM, AND PLASTIC PIPE
707.00 Acceptance. Corrugated metal pipe conforming to 7 07.01, 707.02,
707.03, 707.04, 707.05, 707.07, 707.11, 707.12, 707.13, 707.14, 707.15, 707.21, 707.22, 707.23, 707.24, and 707.25 may be accepted for shipment to and immediate use in construction projects when provided from suppliers certified according to Supplement 1019. 707.01 788 707.01 Metallic Coated Corrugated Steel Conduits and Underdrains . Provide conduits and underdrains having a corrugation depth of 1/2 or 1/4 inch (13 or 6.5 mm) and according to AASHTO M 36/M 36M, with the following modifications: 7.7.1 Helical corrugated pipe, 12 -inch (300 mm) diameter and larger, shall have at least two annular corrugations at each end of each pipe length. 8.1.2 Ensure that the minimum wall thickness (coated) of steel pipe and pipe - arches is as follows: Pipe Pipe -Arch Diameter Wall Thickness Size Wall Thickness (inch) (inch) (inch) (inch) 6 0.052 8 0.064 10 0.064 12 0.064 15 0.064 17 13 0.064 18 0.064 21 15 0.064 21 0.064 24 18 0.064 24 0.064 28 20 0.064 27 0.064 30 0.064 35 24 0.064 33 0.064 36 0.064 42 29 0.064 42 0.064 49 33 0.079 48 0.064 57 38 0.109 54 0.109 64 43 0.109 60 0.109 71 47 0.138 66 0.138 77 52 0.168 72 0.138 83 57 0.168 78 0.168 84 0.168 707.01 789 Pipe Pipe -Arch Diameter Wall Thickness Size Wall Thickness (mm) (mm) (mm) (mm) 150 1.32 200 1.63 250 1.63 300 1.63 375 1.63 430 340 1.63 450 1.63 530 380 1.63 525 1.63 610 460 1.63 600 1.63 710 510 1.63 675 1.63 750 1.63 885 610 1.63 825 1.63 900 1.63 1060 740 1.63 1050 1.63 1240 840 2.01 1200 1.63 1440 970 2.77 1350 2.77 1620 1100 2.77 1500 2.77 1800 1200 3.51 1650 3.51 1950 1320 3.51 1800 3.51 2100 1450 4.27 1950 4.27 2100 4.27 Ensure that the minus tolerance conforms to AASHTO M 218, M 274, or M 289. TABLE 707.01 -1 PIPE REQUIREMENTS Nominal Inside Corrugation Depth Minimum Diameter Nominal Width of Lap (inch) (mm) (inch) (mm) (inch) (mm) 27 675 1/2 13 2 50 33 825 1/2 13 2 50 8.3.2.1 Ensure that the minimum number of longitudinal rows of perforations is four. 9.1 Coupling bands shall have annular corrugations. 9.2 Ensure that coupling bands are not more than two nominal sheet thicknesses thinner than the thickness of the pipe to be connected. For pipes 48 -inch (1200 mm) diameter and smaller, ensure that the coupling band is not thinner than the 0.052 -inch (1.32 mm) nominal sheet thickness. For pipes 54 -inch (1350 mm) diameter through 84 -inch (2100 mm) diameter, ensure that the coup ling band is not thinner than the 0.064 -inch (1.63 mm) nominal sheet thickness. For pipe diameters over 36 inches (900 mm), provide coupling bands that have at least one annular corrugation that indexes into the inboard corrugation of each pipe section jo ined. 707.02 790 707.02 Metallic Coated Corrugated Steel Conduits [1-inch (25 mm) Corrugations]. Provide conduits according to AASHTO M 36/M 36M, with the following modifications: 7.7.1 Helical corrugated pipe shall have at least two annual corrugations at each end of each pipe length. 8.1.2 Ensure that the minimum wall thickness (coated) of steel pipe and pipe - arches is as follows: Pipe Pipe -Arch Diameter Wall Thickness Size Wall Thickness (inch) (inch) (inch) (inch) 36 0.064 40 31 0.109 42 0.064 46 36 0.109 48 0.064 53 41 0.109 54 0.079 60 46 0.109 60 0.079 66 51 0.109 66 0.109 73 55 0.109 72 0.109 81 59 0.109 78 0.109 87 63 0.109 84 0.109 95 67 0.109 90 0.109 103 71 0.109 96 0.109 112 75 0.109 102 0.109 117 79 0.109 108 0.109 128 83 0.138 114 0.109 137 87 0.138 120 0.109 142 91 0.168 707.03 791 Pipe Pipe -Arch Diameter Wall Thickness Size Wall Thickness (mm) (mm) (mm) (mm) 900 1.63 1010 790 2.77 1050 1.63 1160 920 2.77 1200 1.63 1340 1050 2.77 1350 2.01 1520 1170 2.77 1500 2.01 1670 1300 2.77 1650 2.01 1850 1400 2.77 1800 2.77 2050 1500 2.77 1950 2.77 2200 1620 2.77 2100 2.77 2400 1720 2.77 2250 2.77 2600 1820 2.77 2400 2.77 2840 1920 2.77 2550 2.77 2970 2020 2.77 2700 2.77 3240 2120 3.51 2850 2.77 3470 2220 3.51 3000 2.77 3600 2320 4.27 Ensure that the minus tolerance conforms to AASHTO M 218, M 274, or M 289. 9.1 Provide coupling bands with a minimum wall thickness (coated) of 0.064 inch ( 1.63 mm) and that have at least one annular corrugation that indexes into the inboard corrugations of each pipe section joined.
707.03 Structural Plate Corrugated Steel Structures. Provide structural plate
pipe, pipe arch, and arch structures according to AAS HTO M 167 (AASHTO M 167M), with the following modification: 5.4 Assembly bolts may be galvanized by an electrolytic process.
707.04 Precoated, Galvanized Steel Culverts. Provide conduits and coupling
bands according to AASHTO M 245/M 245M, as modified by 707.01 and 707.02. Ensure that the precoated, galvanized steel sheets conform to AASHTO M 246/M 246M, Type B. Ensure that the polymeric coating is 10 mils (250 µm) on the interior and 10 mils (250 µm) on the exterior.
707.05 Bituminous Coated Corrugated Steel Pipe and Pipe Arches with
Paved Invert [1/2-inch (13 mm) Corrugations]. Provide conduits and coupling bands according to 707.01 and to AASHTO M 190. Provide eith er Type B half bituminous coated pipe, or pipe arches with paved invert or Type C fully coated pipe, or pipe arches with paved invert.
707.07 Bituminous Coated Corrugated Steel Pipe and Pipe Arches with
Paved Invert [1-inch (25 mm) Corrugations]. Provide conduits and coupling bands according to 707.02 and to AASHTO M 190. Provide either Type B half bituminous coated pipe, or pipe arches with paved invert or Type C fully coated pipe, or pipe arches with paved invert. 707.10 792 707.10 Square and Rectangular Steel Tubing. Provide square and rectangular steel tubing according to ASTM A 501 or ASTM A 500, Grade B, with the following modifications: Galvanize the tubing according to 711.02. Test the tubular steel from all heat numbers supplied for toughness according t o ASTM E 436, except as modified herein. Take and test tubing test samples before delivery of the railing. Ensure that the taking of the test samples is witnessed and the testing is performed by an independent test laboratory. Submit certified test data for review and approval as specified in 501.06. Perform testing on test specimens obtained from galvanized tubing with the same heat number as that being used. Conduct the testing at a temperature of 0 F (-18 C) on 2 9-inch (50 225 mm) specimens su pported to provide a 7 -inch (180 mm) clear span. Do not remove the galvanizing from the specimens. Cut three 2 9- inch (50 225 mm) test specimens from each of the unwelded sides for a total of nine specimens. If all three unwelded sides are not large enough to remove 2 9- inch (50 225 mm) specimens, then remove nine specimens from any unwelded side. Disregard the three specimens from the side with the lowest average shear area when calculating the final average shear area. If specimens were not re moved from three unwelded sides, then disregard the three specimens with the lowest average shear area. Calculate the final average shear area using the six remaining specimens. If the average shear area falls below 50 percent, reject material from the h eat represented by these tests. However, if the average shear area is 30 percent or greater, the Department will allow one retest at a sampling frequently three times that of the first test, and with no samples excluded in calculating the average. Reject materials not having a 50 percent average shear area upon retest. Before galvanizing, the manufacturer of the tubing shall identify the product with the steel heat number (or with some number that is traceable to the heat number) and with the manufacturer ’s unique identification code to facilitate acceptance or rejection of the material. Ensure that the identification method is such that identification is on only one face of the section, and is repeated at intervals no greater than 4 feet (1.2 m), and doe s not extend into the curved surface of the tubing at the corners.
707.12 Corrugated S teel Spiral Rib Conduits. Provide conduits that have a
center -to-center rib spacing of 7 1/2 inches (190 mm). Provide conduits and fittings according to AASHTO M 36, Type IR, with the following modifications: 6.1 Fabricate pipe from aluminum coated sheet according to AASHTO M 274. 7.2.2 The ribs shall conform to AASHTO M 196, Section 7.2.2. 7.7.1 Reroll the ends of the individual pipe sections to form at least two annular corrugations on each end. Paint the rerolled end with zinc rich paint. 707.13 793 8.1.2 Ensure that the minimum wall thickness (coated) of steel pipe is as follows: Pipe Diameter Wall Thickness Diameter Wall Thickness (inch) (inch) (mm) (mm) 18 0.064 450 1.63 21 0.064 525 1.63 24 0.064 600 1.63 30 0.064 750 1.63 36 0.064 900 1.63 42 0.064 1050 1.63 48 0.064 1200 1.63 54 0.109 1350 2.77 60 0.109 1500 2.77 66 0.109 1650 2.77 72 0.109 1800 2.77 78 0.109 1950 2.77 84 0.138 2100 3.51 90 0.138 2250 3.51 9.1 Coupling bands shall have annular corrugations. 9.2 Coupling bands shall conform to 707.01. 9.3 A bell and spigot joint according to ASTM A760 (A760M) may be used with the following modifications: 9.3.1 These joints may be used for conduits ranging in size from 18 (450mm) to 48 (1200mm) inches in diameter. 9.3.2 Ensure the bell and spigot has a soil tight joint by use of a shop applied gasket on the bell end and a field applied gasket on the spigot end. 9.3.3 Provide a minimum of 0.064 (1.63mm) inch nominal sheet thickness or not more than two (2) nominal sheet th ickness thinner than the thickness of the pipe to be joined. 14.1 Ensure that the certification and sampling conforms to 707.01.
707.13 Bituminous Lined Corrugated Steel Pipe [1/2-inch (13 mm)
Corrugations]. Provide pipe according to 707.01 and AASHTO M 190, Type D.
707.14 Bituminous Lined Corrugated Steel Pipe [1-inch (25 mm)
Corrugations] . Provide pipe according to 707.02 and AASHTO M 190, Type D.
707.15 Corrugated Steel Box Culverts. Provide corrugated steel box culverts
according to ASTM A 964. Ensure that all manufacturers are pre -approved. Ensure that manufacturers not pre-approved submit a structural design criteria and analysis method to the Department before the project letting for approval. The Department maintains a list of all pre -approved manufacturers. 707.17 794 Ensure that the manufacturer submits shop drawings and design calculations for review and written approval before manufacture. Submit a minimum of seven copies of the drawings. Allow a minimu m of four weeks for approval. Ensure that the shop drawings include the following:
A.All structural design and loading information.
B.All material specifications.
C.All plan view.
D.All elevation view.
E.All headwall and wingwall attachment requireme nts.
F.All dimensions.
G.All maintenance of traffic phases.
H.All plate size and dimensions. The manufacturer may modify an approved shop drawing and resubmit for approval to the Department.
707.17 Spiral Rib Steel Pipe Arch. Provide conduits accordin g to AASHTO
M36, Type IIA, with the following modifications: 6.1 Fabricate pipe from aluminum coated sheet according to AASHTO M 274. 7.2.2 The ribs shall conform to AASHTO M 196, Section 7.2.2. 9.1 Coupling bands shall have annular corrugations. 9.2 Coupl ing bands shall conform to 707.01. 14.1 Ensure that the certification and sampling conforms to 707.01. Ensure that the minimum wall thickness of Spiral Rib steel pipe arches is as follows: Pipe -Arch Size Wall Thickness Size Wall Thickness (inch) (inch) (mm) (mm) 20 × 16 0.079 500 × 410 2.01 23 × 19 0.079 580 × 490 2.01 27 × 21 0.079 680 × 540 2.01 33 × 26 0.079 830 × 670 2.01 40 × 31 0.079 1010 × 790 2.01 46 × 36 0.079 1160 × 920 2.01 53 × 41 0.109 1340 × 1050 2.77 60 × 46 0.109 1520 × 1170 2.77 66 × 51 0.109 1670 × 1300 2.77 73 × 55 0.109 1850 × 1400 2.77 81 × 59 0.138 2050 × 1500 3.51
707.18 Polymer Precoated, Galvanized Steel Conduits with precoated
galvanized smooth steel interior liner . Provide Type IA pipe which has a corrugated exterior with a smooth interior liner. Provide corrugated exterior conduits and smooth liners according to 707.04 with the following modifications to AASHTO M 245: 707.19 7.5.1 Provide Polymer Precoated, Galvani zed Steel Conduits with precoated galvanized smooth steel interior liner pipe with plain cut helical ends. Match mark ends. Install conduit so that match marks align and are in accordance with the layout drawings supplied by the manufacturer. Provide ext ernal flat sheet coupling bands with a minimum wall thickness (coated) of .064 inch and that are a minimum of 12” wide. Ensure coupling bands are polymer precoated, galvanized steel. 9.3 Ensure a soil tight joint by the use of a flat gasket conforming to ASTM D1056 2B1 that is a minimum of 12” wide and centered over the joint.
707.19 Aluminum Coated Steel Conduits with precoated galvanized smooth
steel interior liner . Provide Type IA pipe which has a corrugated exterior with a smooth interior liner. Ens ure that the interior liner conforms to 707.04. Ensure that the corrugated exterior conduit material conforms to AASHTO M274. Provide corrugated exterior conduits per 707.01 or 707.02 with the following modifications to AASHTO M36: 7.7.1 Provide Aluminum Coated Steel Conduits with precoated galvanized smooth steel interior liner pipe with plain cut helical ends. Match mark ends. Install conduit so that match marks align and are in accordance with the layout drawings supplied by the manufacturer. 9.2 Pro vide external flat sheet coupling bands with a minimum wall thickness (coated) of .064 inch and that are a minimum of 12” wide. Ensure coupling bands are aluminum coated steel. 9.5 Ensure a soil tight joint by the use of a flat gasket conforming to ASTM D1056 2B1 that is a minimum of 12” wide and centered over the joint.
707.20 Galvanized Coated Steel Conduits with precoated galvanized smooth
steel interior liner . Provide Type IA pipe which has a corrugated exterior with a smooth interior liner. Ensure that the interior liner conforms to 707.04. Ensure that the corrugated exterior conduit material conforms to AASHTO M 218. Provide corrugated exterior conduits per 707.01 and 707.02 with the following modifications to AASHTO M36: 7.7.1 Provide Galvanized Coated Steel Conduits with precoated galvanized smooth steel interior liner pipe with plain cut helical ends. Match mark ends. Install conduit so that match marks align and are in accordance with the layout drawings supplied by the manufacturer. 9.2 Pro vide external flat sheet coupling bands with a minimum wall thickness (coated) of .064 inch and that are a minimum of 12” wide. Ensure coupling bands are galvanized coated steel. 9.5 Ensure a soil tight joint by the use of a flat gasket conforming to ASTM D1056 2B1 that is a minimum of 12” wide and centered over the joint.
707.21 Corrugated Aluminum Alloy Conduits and Underdrains. Provide
conduits and underdrains having a 1/4, 7/16, or 1/2 -inch (6.5, 11, or 13 mm) 707.21 796 corrugation depth and according to AASHTO M 196/M 196M, with the following modifications: 8.1 and 8.2 Provide helically corrugated pipe 12 inches (300 mm) in diameter and larger that have at least two circumferential corrugations at each end of each pipe length. 8.1.2 Ensure that the minim um wall thickness of aluminum pipe and pipe arches is as follows: Pipe Pipe -Arch Diameter Wall Thickness Size Wall Thickness (inch) (inch) (inch) (inch) 6 0.048 8 0.060 10 0.060 12 0.060 15 0.060 17 13 0.060 18 0.060 21 15 0.060 21 0.060 24 18 0.060 24 0.060 28 20 0.075 27 0.075 30 0.075 35 24 0.075 36 0.075 42 29 0.105 42 0.105 49 33 0.105 48 0.105 57 38 0.135 54 0.105 64 43 0.135 60 0.135 71 47 0.164 66 0.164 72 0.164 707.22 797 Pipe Pipe -Arch Diameter Wall Thickness Size Wall Thickness (mm) (mm) (mm) (mm) 150 1.22 200 1.52 250 1.52 300 1.52 375 1.52 430 330 1.52 450 1.52 530 380 1.52 525 1.52 610 460 1.52 600 1.52 710 510 1.91 675 1.91 750 1.91 885 610 1.91 900 1.91 1060 740 2.67 1050 2.67 1240 840 2.67 1200 2.67 1440 970 3.43 1350 2.67 1620 1100 3.43 1500 3.43 1800 1200 4.17 1650 4.17 1800 4.17 Ensure that the minus tolerance conforms to AASHTO M 197/M 197M. 9.2 Provide coupling bands with a minimum wall thickness (coated) of 0.060 inch ( 1.52 mm). For pipe diameters 12 inches (300 mm) and larger, provide coupling bands that have at least one circumferential corrugation that indexes into the inboard corrugations of each pipe section joined.
707.22 Corrugated Aluminum Alloy Conduits. Provide conduits having a 1 -
inch (25 mm) corrugation depth and according to AASHTO M 196/M 196M, with the following modifications: 8.1 and 8.2 Provide helically corrugated pipe that have at least two circumferential corrugations at each end of each pipe length. 707.23 798 8.1.2 Ensure that the minimum wall thickness of aluminum pipe is as follows: Pipe Diameter Wall Thickness Diameter Wall Thickness (inch) (inch) (mm) (mm) 36 0.060 900 1.63 42 0.060 1050 1.63 48 0.060 1200 1.63 54 0.075 1350 1.91 60 0.105 1500 2.67 66 0.105 1650 2.67 72 0.105 1800 2.67 78 0.105 1950 2.67 84 0.105 2100 2.67 90 0.105 2250 2.67 96 0.105 2400 2.67 102 0.135 2550 3.43 108 0.135 2700 3.43 114 0.164 2850 4.17 120 0.164 3000 4.17 Ensure that the minus tolerance conforms to AASHTO M 197/M 197M. 9.2 Provide coupling bands that are not lighter than 0.060 -inch ( 1.52 mm) nominal sheet thickness and that have at least one circumferential corrugation that indexes into the inboard corrugations of each pipe section joined.
707.23 Aluminum Alloy Structural Plate Conduits. Provide aluminum alloy
plates and fasteners for structural plate conduits according to AASHTO M 219/M 219M.
707.24 Corruga ted Aluminum Spiral Rib Conduits. Provide conduits that
have a center -to-center rib spacing of 7 1/2 inches (190 mm). Provide conduits and fittings according to AASHTO M 196, Type IR, with the following modifications: 7.5.1 Reroll the ends of the individ ual pipe sections to form at least two annular corrugations on each end. 707.25 799 8.1.2 Ensure that the minimum wall thickness of aluminum pipe is as follows: Pipe Diameter Wall Thickness Diameter Wall Thickness (inch) (inch) (mm) (mm) 18 0.060 450 1.52 21 0.060 525 1.52 24 0.060 600 1.52 30 0.060 750 1.52 36 0.075 900 1.91 42 0.105 1050 2.67 48 0.105 1200 2.67 54 0.105 1350 2.67 60 0.135 1500 3.43 66 0.135 1650 3.43 9.1 Coupling bands shall have annular corrugations. 9.2 Coupling bands shall conform to 707.21. 14.1 Ensure that the certification and sampling conforms to 707.21.
707.25 Corrugated Aluminum Box Culverts. Provide corrugated aluminum
box culverts according to ASTM B 864/B 864M. Ensure that all manufacturers are pre -approved. Ensure that manufacturers not pre-approved submit a structural design criteria and analysis method to the Department before the project letting for approval. The Department maintains a list of all pre -approved manufacturers. Ensure that the manufacturer submits shop drawings and design calculations for review and written approval before manufacture. Submit a minimum of seven copies of the drawings. Allow a minimum of four weeks for approval. Ensure that the shop drawings include the following:
A.All structural design and loading information.
B.All material specifications.
C.All plan view.
D.All elevation view.
E.All headwall and wingwall attachment requirements.
F.All dimensions.
G.All maintenance of traffic phases.
H.All plate size and dimensi ons. The manufacturer may modify an approved shop drawing and resubmit for approval to the Department.
707.31 Corrugated Polyethylene Drainage Tubing. Provide corrugated
polyethylene drainage tubing according to AASHTO M 252 Type C, and CP. If Type S or SP is specified, provide corrugated polyethylene smooth lined pipe conforming to 707.33. Only provide materials from manufacturers certified according to Supplement 1066. 707.32 800 707.32 Corrugated Polyethylene Drainage Pipe. Provide conduits, coupling bands, and fittings according to AASHTO M 294, Type C. Only provide materials from manufacturers certified according to Supplement 1066.
707.33 Corrugated Polyethylene Smooth Lined Pipe.
Provide smooth lined corrugated polyethylene pipe, closed profile polyethylene pipe, couplings, and fittings conforming to AASHTO M 294, with the following modifications: Provide Type S or Type D. If perforated is specified, provide Type SP. 1.1.1 Nominal sizes of 4 to 60 inches (100 mm to 1500 mm) are included. 7.2.1 In addition, nominal diameters of 4, 6, 8, and 10 inches (100, 150, 200, and 250 mm) are included. 7.2.2 For the additional nominal diameters listed for 7.2.1 the inner liner of Type S and SP pipe, and both inner and outer walls of Type D pipe shall have the following minimum thicknesses: Diameter Inner Wall Thickness (inch) (mm) (inch) (mm) 4 100 0.020 0.50 6 150 0.020 0.50 8 200 0.025 0.60 10 250 0.025 0.60 7.4 For the additional nominal diameters listed for 7.2.1 the pipe shall have a minimum pipe stiffness at 5 percent deflection as follows: Diameter Pipe Stiffness (inch) (mm) (P/I/I) (N/m/mm) 4 100 50 340 6 150 50 340 8 200 50 340 10 250 50 340 7.8.5 In addition, couplings for corrugated pipe shall be bell and spigot or bell - bell couplings, or clamp -on bands, for all sizes up to and including 36 -inch (900 mm) diameter. Couplings for Type D pipe shall be a bell -bell or bell and spigot coupling. The coupling may be welded on one end of each length of pipe by means of a full circumferential weld. Stitch welds are not permitted. Couplings for pipe diameters 42 inches (1050 mm) and larger shall be bell-bell or bell and spigot. 11.1.3 In addition, pipe with diameters 4 through 10 inches (100 through 200 mm) inclusive may be marked “AASHTO M252”. 707.34 801 12.1 Only provide materials from manufacturers certified according to Supplement 1066.
707.34 Polyethylene Plastic Pipe Based on Outside Diameter (OD).
Provide polyethylene plastic pipe based on OD, coupling and fittings conforming to ASTM F714 with the following modifications: 1.1 Provide pipes with outside diameters from 10 to 63 inches. Table 7 Minimum Wall Thickness Outside Diameter (inches) Dimension Ratio Minimum Wall thickness (inches) 63 32.5 1.938 4.1 Polyethylene Compound. Ensure the resin compound for the pipe and fittings meets the requirements of ASTM D 3350 with a cell classification of PE345464C and a Plastic Pipe Institute designation of PE 3408. Compounds that have higher cell classifications in one or more properties are acceptable if the specified property value is exceeded. 8.1 Provide a letter of certification to cover each shipment of material verifying that it meets specification requirements. No electro -fusion or internal joints permitted.
707.35 Polyethylene Profile Wall Pipe. Provide polyethylene profile wall
pipe, coupling and fittings conforming to ASTM F894 with the following modifications: 1.1 Provide pipes with inside diameters from 12 to 132 inches. No electro - fusion joints permitted. 4.3 No electro -fusion joints permit ted. 6.5 Delete. 10.1 Provide a letter of certification to cover each shipment of material verifying that it meets specification requirements.
707.41 Smooth -Wall Polyvinyl Chloride Underdrain Pipe . Provide smooth
wall perforated and non -perforated PVC plastic pipe and fittings according to ASTM F 758, Type PS 46 minimum, with the following modifications: 7.2.4 Perforated pipe shall have a minimum of four rows of perforations. Furnish materials accord ing to the Department’s QPL .
707.42 Polyvinyl Chloride Corrugated Smooth Interior Pipe. Provide PVC
corrugated smooth interior pipe, joints and fittings according to ASTM F 949, with the following modifications: 5.2.4 Perforated pipe may be specified. Furnish materials according to the Department’s QPL . 707.43 802 707.43 Polyvinyl Chloride Profile Wall Pipe . Provide PVC open profile wall pipe and fittings with integral bell joints according to ASTM F 794, with the following modifications: 7.2.4 Only molded or fabric ated fittings conforming to the requirements of Specification F 794 may be used. 7.5 Ensure a pipe stiffness of 46 or greater. Furnish materials according to the Department’s QPL .
707.45 Polyvinyl Chloride Solid Wall Pipe. Provide PVC solid wall pipe and
fittings with nominal size of 4, 6, 8, 10, 12 and 15 -inch (100, 150, 200, 250, 300 and 375 mm) diameter according to ASTM D 3034, SDR 35, with the following modifications: 10.1 The retest provisions do not apply. Furnish materials according to the Department’s QPL .
707.46 Polyvinyl Chloride Drain Waste and Vent Pipe. Provide PVC drain,
waste, and vent pipe and fittings according to ASTM D 2665, with the following modifications. 8.1 The retest provisions do not app ly. Furnish materials according to the Department’s QPL .
707.47 ABS and Polyvinyl Chloride Composite Pipe. Provide ABS and PVC
composite pipe and fittings according to ASTM D 2680, with the following modifications. 11.1 The retest provisions do not apply. 13.1 Furnish certified test data as defined in 101.03 to the Engineer.
707.48 Polyvinyl Chloride Large -Diameter Solid Wall Pipe . Provide PVC
solid wall pipe and fittings according to ASTM F 679, with the following modifications: 8.1 The retest provisions do not apply. Furnish materials according to the Department’s QPL .
707.51 ABS Drain Waste and Vent Pipe. Provide ABS schedule 40 plastic
drain, waste and vent pipe and fittings according to ASTM D 2661, with the following modifications: 6.4.1 Perform insp ection at the project site. 9.18.1 The retest provisions do not apply. 10.1 Furnish certified test data as defined in 101.03 to the Engineer.
707.62 Polypropylene Corrugated Single Wall Pipe . Provide polypropylene
corrugated single wal l pipe for drainage pipe from 6 to 30 -inch diameters according to ASTM F 3219 , with the following modification. 707.65 803 9.1 Provide a letter of certification to cover each shipment of material verifying that it meets specification requirements.
707.65 Polypropylene Corrugated Double Wall Pipe . Provide poly propylene
corrugated double wall pipe for non -pressure sanitary sewer and storm sewer pipe from 6 to 30 -inch diameters according to ASTM F 3219 and storm sewer pipe from 36 to 60 -inch diameter s according to ASTM F 2881 with the following modification. 9.1 Provide a letter of certification to cover each shipment of material verifying that it meets specification requirements.
707.69 Polypropylene Triple Wall Pipe. Provide polypropylene triple wal l
pipe and fittings for non -pressure sanitary sewer and storm sewer pipe from 30 to 60-inch diameters according to ASTM F 2764, with the following modification. 10.1 Provide a letter of certification to cover each shipment of material verifying that it mee ts specification requirements.
707.70 Welded and Seamless Steel Pipe. Provide welded and seamless steel
pipe according to ASTM A 53 or ASTM A 139/A 139M, Grade B, with the following modifications: 20.1 Perform inspection at the project site. Obtain rando m samples from material delivered to the project site or at other locations designated by the Laboratory. Furnish materials according to the Department’s QPL .
707.75 Glass -Fiber -Reinforced Polymer Mortar Pipe. Provide Glass -fiber -
reinforced polymer mortar pipe and fittings for non -pressure applications according to ASTM D 3262 and for pressure applications according to ASTM D 3754 with the following modifications: 4.1 Provide a minimum pipe stiffness of 18 psi. 7.2 Furnish certified test data as defined in 101.03 to the Engineer.
707.80 Reinforced Thermosetting Resin Pipe . Provide reinforced
thermosetting resin pipe and fittings according to ASTM D 2996.The short -term rupture strength hoop tensile stress shall be a minimum 30,000 psi (207 MPa). Test pipe according to a) ASTM G 154 for 2,500 hrs of accelerated weathering following cycle 2 as defined in Appendix X2, or b) ASTM G 155 for a minimum of 1,250 hours of accelerated weathering following a minimum of cycl e 1 as defined in Appendix X3. After testing, the surface of the pipe will show no fiber exposure, crazing, or checking, and may have only a slight chalking. After testing, the color change of the glass resin sample shall show a Delta E, using L*a*b color space, of less than 3.5. Use adhesive recommended by the manufacturer for joining pipe and fittings. Pigmented resin will be used throughout the pipe wall thickness. Furnish certified test data as defined in 101.03 to the Engineer showing compliance with t hese specifications.
Source: Ohio Construction and Material Specifications, 2019 Edition. Pages 0–0 of 928.