703.2(c) 703.3(a) No. 100 and Table D. This test is not required for aggregate processed through a mechanical dryer for use in asphalt concrete; however, the aggregate is required to be clean and free of fines that would adversely affect the coating of the aggregate with asphalt material. This test is not required for AASHTO No. 10 aggregates.
TABLE D Material Passing the 75 µm (No. 200) Sieve — (Based on Laboratory Sieve Tests, Square Openings) Section Specification % Maximum 350 350 470 471 480 704 — Subbase (No. 2A) Subbase (No. OGS) Bit. Seal Coat Bit. Seal Coat w/ Precoat. Aggr. Bit. Surf. Treatment Cement Concrete All other uses 10 1.0 2.0 1.0
drying according to PTM No. 519 . The LTS will use petrographic analysis to confirm the results.
separation. If required, the LTS will use petrographic analysis to confirm the results.
separation. Pieces of slag containing more than 50% glass are considered to be glassy particles. Waste glass is also considered to be glassy particles. For coarse aggregate used in cement concrete, the maximum percentage of glassy particles allowed is 4%. For other uses, the maximum percentage of glassy particles allowed is 10%. Coarse aggregate containing glassy particles consisting of waste glass may not be used in cement concrete or asphalt wearing courses.
Pieces of slag containing metallic iron are considered to be metallic iron. This requirement is waived if aggregate with metallic iron is used in asphalt mixtures or subbase. PTM No. 518.
separation. If required, the LTS will use petrographic analysis to confirm the results.
703.3SELECT GRANULAR MATERIAL (2RC) —
or blended with suitable filler materials to provide a uniform mixture. Obtain select granular material from a source listed in Bulletin 14 . Stockpile, sample, and