Art. 1033.01 Drain Pipe, Tile, and Wall Drain For drainage and utility castings, temporary rubber ramp material shall be according to the following. Property Test Method Requirement Durometer Hardness, Shore A ASTM D 2240 75 15 Tensile Strength, psi (kPa) ASTM D 412 300 (2000) min. Elongation, % ASTM D 412 90 min. Specific Gravity ASTM D 297 1.0 - 1.3 Brittleness, F (C) ASTM D 746 -40 (-40)
1033.02 Temporary Plastic Ramps. Temporary plastic ramps for butt joints
shall be made of high density polyethylene and the Contractor shall furnish a manufacturer’s certification of test results meeting the following requirements. Physical Property Test Method Requirement Melt Index, g/10 min ASTM D 1238 8.2 Density, g/cc ASTM D 1505 0.965 Tensile Strength @ Break, psi (MPa) ASTM D 638 2223 (15) Tensile Strength @ Yield, psi (MPa) ASTM D 638 4110 (28) Elongation @ Yield, % 1/ ASTM D 638 7.3 min. Durometer Hardness, Shore D ASTM D 2240 65 Heat Deflection Temperature, 66 psi, F (C) ASTM D 648 176 (80) Low Temperature Brittleness, F50, F (C) ASTM D 746 < -105 (< -76) 1/ Crosshead speed -2 in./minute MASONRY AND DRAINAGE ITEMS SECTION 1040. DRAIN PIPE, TILE, AND WALL DRAIN
1040.01 Drain Tile. Drain tile shall be according to the requirements of
ASTM C 4. The tile furnished shall be that designated as heavy-duty drain tile. The maximum length of the units shall be 24 in. (600 mm).
1040.02 Clay Pipe. Extra strength clay pipe, extra strength perforated clay
pipe, and clay sewer pipe shall be according to the requirements of ASTM C 700.
1040.03 Polyvinyl Chloride (PVC) Pipe. Acceptance testing of PVC pipe and
fittings shall be accomplished during the same construction season in which they are installed. The section properties shall be according to the manufacturer pre- submitted geometric properties on file with the Department. The manufacturer shall submit written certification that the material meets those properties. The pipe shall meet the following additional requirements.
a.PVC Pipe. The pipe shall be according to AASHTO M 278 or ASTM F 679, except it shall be made of PVC plastic having a minimum cell classification of 12454-C or 12364-C, as defined in ASTM D 1784. Drain Pipe, Tile, and Wall Drain Art. 1040.04
b.Perforated PVC Pipe. The pipe shall be according to AASHTO M 278, except it shall be made of PVC plastic having a minimum cell classification of 12454-C or 12364-C according to ASTM D 1784. Four rows of perforations at 2 in. (50 mm) centers may be used for 12 in. (300 mm) and 15 in. (375 mm) diameter pipes.
c.Perforated Corrugated PVC Pipe with A Smooth Interior. The pipe shall be according to ASTM F 949. In addition, the top centerline of the pipe shall be marked so that it is readily visible from the top of the trench before backfilling, and the upper ends of the slot perforations shall be a minimum of ten degrees below the horizontal.
d.Corrugated PVC Pipe with a Smooth Interior. The pipe shall be according to ASTM F 949.
1040.04 Polyethylene (PE) Pipe. Storage and handling shall be according to
the manufacturer's recommendations, except in no case shall the pipe be exposed to direct sunlight for more than six months. Acceptance testing of the pipe shall be accomplished during the same construction season in which it is installed. The pipe shall meet the following additional requirements.
a.Corrugated PE Pipe, Perforated Corrugated PE Pipe, Corrugated PE Pipe with a Smooth Interior, and Perforated Corrugated PE Pipe With a Smooth Interior. The manufacturer shall be listed as compliant through the NTPEP program and the pipe shall be according to AASHTO M 252 (nominal size – 3 to 10 in. (75 to 250 mm)). When used for underdrains, the pipe shall have a minimum pipe stiffness of 46 psi (317 kPa) at five percent deflection and shall be capable of 60 percent vertical deflection in parallel plate loading without splitting or cracking. Fabric envelope materials for perforated pipe shall be stored in UV-resistant bags until just prior to installation.
b.Corrugated PE Pipe with a Smooth Interior. The manufacturer shall be listed as compliant through the NTPEP program and the pipe shall be according to AASHTO M 294 (nominal size – 12 to 48 in. (300 to 1200 mm)). The pipe shall be Type S or D.
c.PE Profile Wall Pipe for Insertion Lining. The pipe shall be according to ASTM F 894. When used for insertion lining of pipe culverts, the pipe liner shall have a minimum pipe stiffness of 46 psi (317 kPa) at five percent deflection for nominal inside diameters of 42 in. (1050 mm) or less. For nominal inside diameters of greater than 42 in. (1050 mm), the pipe liner shall have a minimum pipe stiffness of 32.5 psi (225 kPa) at five percent deflection. All sizes shall have wall construction that presents essentially smooth internal and external surfaces.
d.PE Pipe with a Smooth Interior. The pipe shall be according to ASTM F 714 (DR 32.5) with a minimum cell classification of PE 335434 as defined in ASTM D 3350. The section properties shall be according to the manufacturer pre-submitted geometric properties on file with the Department. The manufacturer shall submit written certification that the Art. 1040.04 Drain Pipe, Tile, and Wall Drain material meets those properties and the resin used to manufacture the pipe meets or exceeds the minimum cell classification requirements. When used for insertion lining of culverts, the pipe liner for pipe diameters up to 63 in. (1600 mm) shall be according to AASHTO M 326 or ASTM F 2720 (SIDR 35). Standard round size pipe may be ovalled by compression so as to allow liner installation in deformed existing structures to maximize hydraulic capacity. Compression ovalling shall be performed by the pipe supplier at their facility. Compression ovalling will not be permitted in the field or on the construction site. An ovalled liner may not be compressed to a rise/span ratio less than 0.7 unless approved by the Engineer. Ovalled liners shall be strutted in both the horizontal and vertical axis so as to maintain the oval shape when the compressive source is removed. Struts and bracing shall result in a uniform shaped culvert. Struts shall not be removed until the liner has been completely installed and the grout or cellular concrete has fully cured to its minimum compressive strength.
1040.05 Reinforced Plastic Mortar (RPM) Pipe. The pipe shall be according
to ASTM D 3262 and shall have approved inverted bell and spigot joints with elastomeric seals according to ASTM F 477.
1040.06 Reserved.
1040.07 Geocomposite Wall Drain. Geocomposite wall drain shall be a
flexible geocomposite consisting of a supporting structure or core, the soil side of which is bonded to the geotextile. The geotextile shall be according to
Article 1080 — 05. The drainage core shall provide support to and be bonded to the
geotextile at intervals not exceeding 1 1/8 in. (28 mm) in any direction, and shall permit unobstructed flow through not less than 75 percent of the geotextile. The flow rate of the core shall not be less than 10 gal/min/ft (125 L/min/m) at a hydraulic gradient of 1.0 when subjected to a normal pressure on the soil side face of 6,000 lb/sq ft (285 kPa). When tested in a sand box according to the Department's method at 6,000 lb/sq ft (285 kPa), the core deflection shall not exceed 20 percent. The core shall be fabricated of polyethylene with a minimum cell classification of PE 112110 according to ASTM D 3350 or other approved material. The wall drain shall be furnished with: 1) approved fittings to connect with outlet pipes and weep holes; 2) suitable approved splices; 3) end, top, and bottom caps to prevent the intrusion of backfill material into the core; and 4) approved fastening systems to secure the wall drain to the wall.
1040.08 Polypropylene (PP) Pipe. Storage and handling shall be according to
the manufacturer's recommendations, except in no case shall the pipe be exposed to direct sunlight for more than six months. Acceptance testing of the pipe shall be accomplished during the same construction season in which it is installed. The section properties shall be according to the manufacturer pre-submitted geometric properties on file with the Department. The manufacturer shall submit written certification that the material meets those properties. The pipe shall meet the following additional requirements. Building Bricks and Paving Bricks Art. 1041.03
a.Corrugated PP Pipe with a Smooth Interior. The pipe shall be according to AAHSTO M 330 (nominal size – 12 to 60 in. (300 to 1500 mm)). The pipe shall be Type S or D.
b.Perforated Corrugated PP Pipe with A Smooth Interior. The pipe shall be according to AASHTO M 330 (nominal size – 12 to 60 in. (300 to 1500 mm)). The pipe shall be Type SP. In addition, the top centerline of the pipe shall be marked so that it is readily visible from the top of the trench before backfilling, and the upper ends of the slot perforations shall be a minimum of ten degrees below the horizontal.
1040.09 Reinforced Thermosetting Resin Pipe (RTRP). RTRP and fittings
shall be reinforced fiberglass meeting the requirements of ASTM D 2996 with a short- term rupture strength hoop tensile stress of at least 30,000 psi (207 MPa). RTRP shall have an apparent stiffness factor at 5 percent deflection of at least 200 in.3-lbf/in.2 (22.6 Pa-m3) according to ASTM D 2142 and an ultraviolet protection at cycle 2 exposure conditions of 2,500 hours according to ASTM G 154. The Contractor shall submit a manufacturer’s certification stating the material meets these requirements. When color is specified, the pipe and fittings shall be pigmented with a resin throughout or have a resin-rich pigmented exterior coat specifically designed for overcoating fiberglass. SECTION 1041. BUILDING BRICKS AND PAVING BRICKS
1041.01 Building Brick (Made from Clay or Shale). Building brick, made
from clay or shale, shall be according to the requirements of ASTM C 62. The brick shall be of the grade designated as Grade SW.
1041.02 Reserved.
1041.03 Paving Brick. Paving brick shall be made from clay or shale and shall
be according to the following.
a.Sidewalk and Light Vehicular Traffic. Paving brick for sidewalk and light vehicular traffic shall be Class SX, Type 1 according to ASTM C 902.
b.Heavy Vehicular Traffic. Paving brick for heavy vehicular traffic shall be according to ASTM C 1272. For ASTM C 902 and ASTM C 1272, satisfactory, in-service performance will not be accepted as a means to waive physical test requirements. Art. 1042.01 Precast Concrete Products SECTION 1042. PRECAST CONCRETE PRODUCTS
1042.01 Description. This item shall consist of the manufacture and shipping
of precast concrete products. CONSTRUCTION REQUIREMENTS
1042.02 General. Precast concrete products shall be according to the Bureau
of Materials Policy Memorandum "Quality Control/Quality Assurance Program for Precast Concrete Products". The reinforcement bars used in precast concrete products shall be according to
Article 1006 — 10(a).
Precast concrete structural members, precast concrete piles, precast concrete headwall for pipe drain, precast concrete right-of-way markers, precast concrete drainage markers, precast concrete permanent survey markers, precast concrete section markers, and precast temporary concrete barrier shall be wet cast only. When a precast product has attained the specified strength, the earliest the product may be loaded, shipped, and used is on the fifth calendar day. The first calendar day shall be the date casting was completed. Construction requirements for reinforcement bars shall be according to Section 508.
1042.03 Precast Concrete Structural Members (Section 504). Bridge slabs,
pile caps, and other structural members shall be according to the following.
a.The concrete shall be Class PC according to Section 1020, and shall have a minimum compressive strength of 4500 psi (31,000 kPa) at 28 days.
b.Shop Drawings. Before fabrication begins, the Contractor shall submit duplicate prints of shop drawings to the Engineer for review and preliminary approval. Discrepancies in the contract plans or existing conditions discovered during preparation of the shop drawings shall be reported to the Engineer for resolution prior to submitting the shop drawings for review and approval. These drawings shall be on full size sheets, 22 x 34 in. (550 x 850 mm) or reduced size sheets, 11 x 17 in. (275 x 425 mm). Each full or reduced size sheet shall provide adequate space for review and approval stamps at the lower right hand corner. Both lettering and details shall ensure legibility for review and reproduction after microfilming. All drawings shall be completely titled according to the contract plans including structure number, state contract number, route, section, and county, and shall pertain to only one structure. If the submitted shop drawings have significant discrepancies, revised sets shall be submitted until details comply with the contract requirements. After all review comments have been addressed and preliminary approval is given, the Contractor shall furnish six or more full or reduced size prints of the drawings as directed by the Engineer, and these shall be distributed and become a part of the contract. Changes to previously approved shop drawings shall be subject to the
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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 935–939 of 1,217. View official source ↗