— OPEN GRADED FRICTION COURSE MIX CATEGORY 900 MATERIALS Open Graded Friction Course (OGFC) shall conform to the applicable sections of 901 and PP 77, except as specified. GRADATION: *Mix Control Tolerance not applicable to this sieve for this mix.
anticipated production temperature. Crushed glass, roofing shingles, RAP, or other recycled materials are not allowed in OGFC mixes. Design Gradation Limits, % Passing Sieve Size Mixture Control Tolerance, % 9.5 mm OGFCa 12.5 mm OGFCa 12.5 mm PEMb 3/4 in. (19 mm) ±0.0 100* 100* 1/2 in. (12.5 mm) ±6.0 100* 85-100 80-100 3/8 in. (9.5 mm) ±5.5 85-100 55-75 35-60 No. 4 (4.75 mm) ±6.0 20-40 15-25 10-25 No. 8 (2.36 mm) ±4.5 5-10 5-10 5-10 No. 200 (75 µm) ±2.0 2-4 2-4 1-4 Range for % AC ±0.4 6.0-7.25 5.75-7.25 5.5-7.0 Drain-down (D6390), %c <0.3 <0.3 <0.3 1075 — OPEN GRADED FRICTION COURSE MIX PHYSICAL PROPERTIES: TEST TEST METHOD LIMITS Asphalt Bindera M 332 64E-22 Tensile Strength Ratio
Permeabilityc MSMT 408 300 ft/day (100m/day)
or other approved stabilizer systems as specified in 904.05.04.
compactor.
whatever saturation level is achieved.
in water during the freeze cycles.
Pavement Systems. 1076
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