1027 SECTION 907 – CONCRETE, CLAY, AND PLASTIC DRAINAGE COMPONENTS
907.01 Non-Reinforced Concrete Pipe
This pipe shall be in accordance with AASHTO M 86 for the specified diameter and strength classes. When used for underdrain, each section of pipe shall not exceed 3 ft in length.
907.02 Reinforced Concrete Pipe
This pipe shall be in accordance with AASHTO M 170 for the specified diameters 10 and strength classes. Precast concrete units shall be from a source listed on the QPL of Certified Precast Concrete Producers, in accordance with ITM 813. Unless otherwise specified, pipe wall design and use of elliptical reinforcement in circular pipe are optional. The pipe provided shall be in accordance with the class and D-load rating shown on the plans. When the pipe listed below is specified or allowed, it shall be in accordance with the class noted. 20 Extra Strength Reinforced Concrete Pipe .................... Class IV Heavy Duty Reinforced Concrete Pipe........................ Class V Reinforced Concrete Pipe ............................................ Class III Reinforced Concrete Sewer Pipe ................................. Class II. Precast reinforced concrete end sections shall be in accordance with the cited specifications to the extent to which they apply. The manufacturer of the steel reinforcement shall furnish to the pipe manufacturer 30 a mill test report. The pipe manufacturer shall certify, on furnished forms that:
a.The placement of the steel rein forcement is in accordance with the Standard Specifications.
b.The area of steel reinforcem ent per linear foot of pipe is in accordance with or exceeds the specification requirements.
c.Based on the steel reinforcement manufacturer’s mill test report, the steel used in the pipe is in accordance with the specification 40 requirements.
d.Copies of the steel reinforcement manufacturer’s mill test reports shall be on file and available to review for five years. 907.02 1028 907.03 Reinforced Concrete Horizontal Elliptical Pipe This pipe shall be in accordance w ith AASHTO M 207. Precast concrete units shall be from a source listed in the QPL of Certified Precast Concrete Producers, in accordance with ITM 813. 50
907.04 Precast Concrete Manholes, Inlets, and Catch Basins These units shall be in accordance with AASHTO M 199. References to diameter
are applicable to corresponding dimensions in other than circular sections. Absorption tests will not be required for flat top or base slabs. Precast concrete units shall be from a so urce listed in the QPL of Certified Precast Concrete Producer in accordance with ITM 813. No more than three holes shall be cast or drilled in each section for the purpose of handling. 60 In addition to the requirements of AA SHTO M 199, the manhole steps shall be permanently marked with the specific step designation and the manufacturer’s identification. This marking shall remain exposed after installation. Steps shall be selected from the QPL of Manhole Steps. Requests for adding steps to the QPL shall be accompanied by:
a.a certified test report demonstrating compliance with AASHTO M 199, 70
b.instruction for proper installation,
c.complete product description including the ancillary equipment required for installation, and
d.a sample step. The Department may perform a laborato ry evaluation of specific steps and may not add steps to the QPL which are not furnished with ancillary installation equipment.
907.05 Precast Reinforced Co ncrete Structure Sections
Precast reinforced concrete structure sections shall be from a source listed on the 80 QPL of Certified Precast Concrete Producer s, in accordance with ITM 813. A water- reducing admixture from the QPL of PCC Admixtures and Admixture Systems may be used. Handling devices or holes will be allowe d in each structure section. Holes for handling shall be filled with material in accordance with 901.07, 901.08, or with precast concrete plugs which shall be secured with portland cement mortar or other approved adhesive before backfilling. Drilled handling holes shall be filled with portland cement mortar. Prior to backfilling the structure, all holes shall be covered with a joint membrane in accordance with 907.07. 90 907.03 1029 The section ends shall be designed and formed so when the structure sections are erected, they shall make a continuous line of structure with a smooth interior free of irregularities. The ends of the structure sections shall be normal to the walls and centerline, except where beveled ends are specified. The surface of the structure sections shall be cast from a smooth steel form or troweled surface. Trapped air pockets causing surface defects shall be considered as part of a smooth steel form finish.
a.Box 100 Box structure sections shall be in accordance with ASTM C1577 and the exceptions to ASTM C1577 listed in 714.04. Not more than four holes may be cast, drilled, or otherwise made in each box section for the purpose of handling or laying. (b) Three-Sided Three-sided structure sections shall be in accordance with ASTM C1504 and the exceptions to ASTM C1504 listed in 723.04. Not more than six holes shall be cast, drilled, or otherwise made in each section for the purpose of handling or laying. 907.06 Precast Reinforced Concrete Headwalls, Wingwalls, Footings and 110 Spandrel Walls Precast concrete units shall be from a s ource listed on the QPL of Certified Precast Concrete Producers in accordance with ITM 813. A water-reducing admixture from the QPL of PCC Admixtures and Admixture Systems may be used. Handling devices or holes will be allowed in each wingwall and spandrel wall section. Not more than four holes shall be cast or drilled in each section for the purpose of handling or setting. Weep holes shall be provided in all wingwalls. Headwalls, wingwalls, and spandrel walls sh all be free of fractures and shall be 120 given a finish in accordance with 702.21. The concrete compressive strength for headwalls, wingwalls, and spandrel walls shall have a minimum 28-day compressive strength of 4,000 psi, as determined by compressive strength testing of concrete cylinders. The concrete compressive strength for footings shall have a minimum 28-day compressive strength of 2,000 psi, as determined by compressive strength testing of concrete cylinders. Structural steel used in bolted connections of headwalls or wingwalls to a box- structure section, or of wingwalls to a three-sided-structure section or spandrel wall, 130 shall be in accordance with 910.02(a), and zi nc coated after fabrication in accordance with ASTM A153. Bolts and studs shall be hot dipped in acc ordance with 910.02(g)1. Nuts shall be in accordance with ASTM A563, grade A, Hex style, unless specified otherwise. Washers shall be in accordance with ASTM F844, unless specified otherwise. Bolts, nuts, and washers shall be hot dip zinc coated. 907.06
907.07 Joint Membrane for Precast Reinforced Concrete Box and Three-
Sided Structure Sections 140 The joint membrane shall be self-adheri ng and in accordance with ASTM C877. The joint membrane shall be supplied in roll widths of a minimum of 11 in. Joint membrane shall be installed in accordan ce with all manufacturer’s installation instructions including surface preparation and primer materials. The joint membrane shall be protected by a release paper. A Type C certification in accordance w ith 916 shall be provided for the joint membrane. 150
907.08 Clay Pipe
This pipe shall be in accordance with ASTM C700 for the specified diameters and strength classes for circular non-perforated pipe. When specified, the bell shall have integral spacer lugs to provide for an annul ar opening and self centering feature. The pipe may be glazed or unglazed, unless otherwise specified. 907.09 Perforated Clay Pipe This pipe shall be in accordance with ASTM C700 for the specified dimensions and strength classes. It may be glazed or unglazed, unless otherwise specified. Where vitrified clay culvert pipe is furnished, a pipe end section compatible to that as required 160 for concrete or metal pipe shall be used.
907.10 Drain Tile
This pipe shall be in accordance with AASHTO M 178 for concrete or ASTM C4 for clay for the specified material, diameters, and quality classes. Precast concrete units shall be from a source listed on the QPL of Certified Precast Concrete Producers, in accordance with ITM 813. Standard quality drain tile shall not be used. When specified, the pipe spigot shall have integral spacer lugs to provide for an annular opening and self-centering feature. 170 Clay drain tile furnished under this specification shall be covered by a Type C certification in accordance with 916.
907.11 Pipe Joint Sealant
A certification in accordance with 916 shall be provided for the material for the sealing of joints of bell and spigot or tong ue and groove concrete or clay pipe or culverts furnished under this specification. The material shall not contain asbestos fibers.
a.Preformed Flexible Joint Sealants Joint sealants shall be either bitumen or butyl rubber in accordance with ASTM C990. A Type C certification shall be provided for the preformed flexible joint sealant. 907.07 1031 (b) Bituminous Mastic Sealant A cold applied, mineral filled, bituminous joint sealing compound that can be applied to the joints with a trowel when the air temperature is between 20° and 100°F. The bituminous material shall adhere to the concrete or clay pipe to make a watertight seal and shall not flow, crack, or become brittle when exposed to the 190 atmosphere. The mastic shall also be in accordance with th e following. The results of the tests shall be shown on the Type A certification. Property Minimum Maximum Grease cone penetration unworked, 77°F, 150 g, 5 s, ASTM D217, mm/10 125 275 Non-Volatile, 10 g, 220° - 230°F, 24 hr 75% Loss on Heating, 325°F, 5 hr, 50 g 20% Inorganic Content (complete burn, 1200° to 1400°F) 15% 45% Flash Point, ASTM D92 or D1310 100°F Fire Point, ASTM D92 or D1310 150°F High Temperature Resistance to Flow No sag Cold Temperature Flexibility No cracks The test for high temperature resistance to flow shall be as follows: trowel joint mastic approximately 1/2 in. thick on a porous concrete slab or piece of concrete block. Place in oven at 140°F for 10 h. The test for cold temperature flexibility shall be as follows: trowel joint mastic approximately 1/4 in. on heavy kraft paper or very light gauge sheet metal. Condition 200 in a freezer at 10°F for 3 h. Bend the sample over a 1 in. diameter pin or mandrel.
907.12 Joint Mortar
Pipe joint mortar shall consist of 1 part portland cement and 2 parts sand with water as necessary to obtain the required consistency. Mortar shall be used within 30 minutes after preparation.
907.13 Rubber Type Gaskets
Ring gaskets for pipe shall be in accordance with ASTM C1619, class C. A Type C certification in accordance with 916 shall be provided for the rubber type gaskets. 210
907.14 Blank
907.15 Blank
907.16 Thermoplastic Pipe Requirements
A QPL of thermoplastic pipe and liner pipe will be maintained by the Department. The QPL will specify the manufacturer and thermoplastic pipe designation. All of these materials shall comply with the applicable AASHTO or ASTM requirements listed in the following table and will only be accepted from qualified manufacturers. 220 907.16 1032 The manufacturer is defined as the plant which produces the thermoplastic pipe. The manufacturer shall become qualified by establishing a history of satisfactory quality control of these materials as evidenced by the test results performed by the manufacturer’s testing laboratory. Summary of Thermoplastic Pipe Specification Requirements Pipe Material Standard Specification AASHTO ASTM Manufacturer Requirement Corrugated Polyethylene Drainage Tubing 907.17(a) M 252 ITM 806, Procedure O Corrugated Polyethylene Pipe 907.17(b) M 294* ITM 806, Procedure O Corrugated Polypropylene Pipe 907.19 M 330 ITM 806, Procedure O Perforated PVC Semicircular Pipe 907.18 D3034 ITM 806, Procedure A Profile Wall HDPE Liner Pipe 907.25(b) F894 ITM 806, Procedure A or 916, Type A Certification Profile Wall PVC Liner Pipe 907.25(c) F949 ITM 806, Procedure A or 916, Type A Certification Profile Wall PVC Pipe 907.22 907.24(c) M 304 ITM 806, Procedure O Profile Wall Polyethylene Pipe 907.20 F894 ITM 806, Procedure A Schedule 40 PVC Pipe 907.24(b) D1785 or D2665 916, Type C Certification Smooth Wall Polyethylene Pipe 907.21 907.24(d) F714 ITM 806, Procedure A Smooth Wall PVC Pipe 907.23 907.24(e) M 278 F679 ITM 806, Procedure A Solid Wall HDPE Liner Pipe 907.25(a) F714 ITM 806, Procedure Q or 916, Type A Certification Type PSM PVC Pipe and Fittings 907.24(a) D3034 ITM 806, Procedure A * Pipe in accordance with AASHTO M 294 shall be manufactured with vir gin materials. 907.16
907.17 Corrugated Polyethylene Drainage Tubing and Pipe
a.Corrugated Polyethylene Tubing Tubing and fittings shall be in accordance with AASHTO M 252. Perforations 230 shall be required for tubing used as a longitudinal underdrain. Pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure O.
b.Corrugated Polyethylene Pipe Pipe and fittings shall be in accord ance with AASHTO M 294. Pipe shall be manufactured with virgin materials and be marked with the code "V". Pipe shall not be manufactured with recycled materials. Pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure O.
907.18 Perforated PVC Semicircular Pipe 240
Perforated PVC semicircular pipe may be used as an alternate to 6 in. or less diameter pipe or tile. Pipe shall be in accordance with ASTM D3034, DR 35. This semicircular pipe shall have a smooth top and a smooth, semicircular bottom, nominally 4 5/8 in. in diameter, with perforations uniformly distributed along the top of the bottom section in accordance with AASHTO M 252 perforation requirements. The top section shall extend a minimum of 1/2 in. beyond the top of the semicircular section. The top section shall be approximately 6 3/8 in. wide including the sloping overhangs on each side. Pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure A. 250
907.19 Corrugated Polypropylene Pipe
Pipe and fittings shall be in accord ance with AASHTO M 330. Pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure O. 907.20 Profile Wall Polyethylene Pipe Pipe and fittings shall be either closed profile or ribbed open profile in accordance with ASTM F894. Pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure A. 260
907.21 Smooth Wall Polyethylene Pipe Pipe shall be in accordance with ASTM F714 for nominal diameters of 39 in. or
less. Fittings shall be in accordance with ASTM F1055. The pipe sizes shall be in accordance with ISO sizing syst em. The pipe DR shall be 26 or less. The resin used in manufacturing this type of pipe shall have a minimum cell classification of 335434C in accordance with ASTM D3350 or a minimum grade of PE4710 in accordance with ASTM F714. Pipe will be considered fo r inclusion on the QP L by completing the requirements of ITM 806, Procedure A.
907.22 Profile Wall PVC Pipe 270
Pipe and fittings shall be in accord ance with AASHTO M 304. Pipe shall be 907.22 1034 perforated when used as a longitudinal underdrain or end bent drain pipe. Pipe shall be unperforated when used as an underdrain outlet pipe. Pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure O.
907.23 Smooth Wall PVC Pipe Pipe and fittings shall be in accordance with AASHTO M 278 for pipe sizes 4 in. through 15 in., and ASTM F679 for pipe si zes 18 in. through 27 in. Pipe will be
considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure A. 280
907.24 Pipe for Outlets
Pipe and pipe fittings used for outlets shall be smooth interior wall, unperforated plastic pipe.
a.Type PSM PVC Pipe and Fittings Pipe and fittings shall be in accordance with ASTM D3034, DR 23.5. Pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure A. 290
b.Schedule 40 PVC Pipe Pipe shall be in accordance with ASTM D1785 or D2665 and shall have a minimum pipe stiffness of 15 0 psi at 5% deflection when determined in accordance with ASTM D2412. Material furnished under this specification shall reference ASTM D1785 or ASTM D2665 in the product print line. A Type C certification in accordance with 916 shall be provided for the schedule 40 PVC pipe.
c.Profile Wall PVC Pipe Pipe shall be in accordance with 907.22. 300
d.Smooth Wall Polyethylene Pipe Pipe shall be in accordance with 907.21.
e.Smooth Wall PVC Pipe Pipe shall be in accordance with 907.23. 907.25 Thermoplastic Liner Pipe Thermoplastic liner pipe shall be HDPE or PVC pipe with sufficient rigidity to withstand the installation operation and shall exhibit a minimum amount of distortion. The liner pipe shall be free from visible cracks, holes, foreign inclusions, or other 310 defects. Liner pipe shall be either from th e QPL or a Type A certification in accordance with 916 shall be provided for the liner pipe. The results of the tests listed in ITM 804 shall be shown on the certification.
a.Solid Wall HDPE Liner Pipe Solid wall HDPE liner pipe shall be in accordance with ASTM F714. The maximum SDR as defined in ASTM F412 for the liner pipe shall be 32.5. The actual 907.23 1035 calculated minimum DR as defined in ASTM F412 for the liner pipe shall be 30.0. The resin used in the manufacture of the liner pipe shall have a minimum cell classification of 345464C in accordance with ASTM D3350 or a minimum grade of 320 PE4710 in accordance with ASTM F714. A 12 in. section of the liner pipe shall show no evidence of splitting, cracking, or breaking when compressed between parallel plates to 40% of its outside diameter within 2 to 5 minutes. Thermoplastic liner pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure Q.
b.Profile Wall HDPE Liner Pipe Profile wall HDPE liner pipe shall be in accordance with ASTM F894. The minimum liner ring stiffness constant, RSC, shall be 160 for circular installations and 250 for deformed installations. Thermoplastic liner pipe will be considered for 330 inclusion on the QPL by completing the requirements of ITM 806, Procedure A.
c.Profile Wall PVC Liner Pipe Profile wall PVC liner pipe shall be in accordance with ASTM F949. Thermoplastic liner pipe will be considered for inclusion on the QPL by completing the requirements of ITM 806, Procedure A.
907.26 Solvent Cements for PVC Pipe and Pipe Fittings
Solvent cement fo r PVC pipe and fittings shall be in accordance with ASTM D2564. A Type C certification in accordance wi th 916 shall be provided for the solvent 340 cements.
907.27 Elastomeric Seals
Elastomeric seals for joining plastic pipe shall be in accordance with ASTM F477. A Type B certification in accordance with 916 shall be provided for the seals. The limits of the following shall be shown on the certification. Test ASTM Tensile Strength D412 or D1414 Ultimate Elongation D412 or D1414 100% Modulus D412 or D1414 Hardness (Durometer) D2240 or D1414 Low-Temperature Hardness D2240 or D1414 Compression Set D395 Method B, or D1414 Accelerated Aging D573 Immersion, water D471 Ozone Resistance D1149 Elastomer Compound Effect on Pipe F477 Force Decay (Stress Relaxation) F913
907.28 Reinforced Thermosetting Resin Pipe and Pipe Fittings
Reinforced thermosetting resin pipe and accompanying fittings shall be in 350 accordance with ASTM D2996 for the specified sizes. The short-term rupture strength 907.28 1036 hoop tensile stress shall be a minimum of 30,000 psi. All pipes shall be pigmented resin throughout the wall thickness. The color of the pipe shall match color No. 26400 of SAE-AMS-STD-595. Painting, gel-coating, or exterior coating of the pipe to obtain the specified color shall not be done. Pipe shall be tested in accordance with ASTM G154 for 2,500 h of accelerated weathering following cycle 2 as defined in Appendix X2. After testing, the surface of the pipe shall show no fiber exposure, crazing, or checking, and may have only a slight chalking or color change. An adhesive recommended by the manufacturer shall be used for joining pipe and fittings. A Type A certification in accordance with 916 shal l be provided for reinforced thermosetting 360 resin pipe/fittings. The results of the following shall be shown on the certification. Test ASTM Wall Thickness and Diameter D3567 Short-Term Hydrostatic Failure Strength D1599 Stiffness Factor (for direct-bury only) D2412, based on 5% deflection A lot will be defined as the production quantity in a given calendar month for each pipe diameter, not to exceed 10,000 lft. The accelerated weathering test shall be performed once for each pipe ma terial formulation that is provided. A new accelerated weathering test will be required if the pipe material formulation changes. Test results shall be provided to the Engineer at the time of delivery and shall be from tests performed on the formulation representative of the pipe delivered. 370
Source: Indiana Standard Specifications, 2024 Edition. Pages 10–19 of 1,248.