Specifications include, but are not limited to: DESCRIPTION: This specification covers the use of Recycled Asphalt Shingles (RAS) in Asphalt Concrete Hot Mix (ACHM). MATERIALS: ACHM utilizing RAS shall meet all of the requirements of Sections 404,409, 410, and 416 and the requirements of Section 405,406, or 407 for the mixture type specified on the plans. The mix design will follow AASHTO MP 23-14 and AASHTO PP 78-14 except as follows: (1) A maximum of three (3) percent RAS by total mix weight will be allowed in any mix design. The amount of RAS will be included in the total Recycled Asphalt Pavement (RAP) percentage if RAP is used. (2) Shingle material shall be processed so that 100 percent passes the 318" (9.5 mm) sieve and ninety-five (95) percent passes the No. 4 (4.15 mm) sieve. (3) Pre-consumer, or manufacturer waste, shingles may be used in mix designs requiring PG 64-22 binder only. (4) Post-consumer, or tear-off, shingles may be used in mix designs requiring PG 64-22 binder only. (5) Pre- and post-consumer shingles may not be combined in mix designs (6) Tear-off shingles shall be acquired from residential sources only and shall have been produced after 1980. In no case shall a roofing material containing rubber or rubber-like polymer components be used as RAS in asphalt mixes. (7) When using tear-off shingles, one stockpile test per lot of mix shall be conducted to confirm the binder content and gradation of the RAS product, and the sample shall be representative of the RAS material entering the production process for the lot tested. Binder content and gradation shall be determined using ARDOT 450 or AASHTO T 308. If AASHTO T 308 is used, the sample size shall be 400 grams, and the sample shall be oven dried to a constant mass (at a temperature not exceeding 140'F) prior to testing. Shingle fibers shall be removed from the extracted sample prior to gradation testing. THE PURPOSE OF THIS PROJECT IS TO RESURFACE APPROXIMATELY 0.90 MILE OF COUNTY ROAD 982 AND APPROXIMATELY 0.35 MILE OF COUNTY ROAD 27 IN MARION COUNTY. THIS PROJECT CONSIST OF ACHM SURFACE COURSE, PRIME COAT, TACK COAT, PAVEMENT MARKINGS, SIGNS, STANDARD SIGNS, AND MISC. ITEMS. 401001 PRIME COAT 4,499.00 GAL 401011 TACK COAT 360.00 GAL 407162 MA IN ACHM SURFACE(1/2") 1,620.00 TON 407432 AB(PG64-22)ACHM SURF(1/2") 94.00 TON 601001 MOBILIZATION 1.00 L.S. 603001 MAINTENANCE OF TRAFFIC 1.00 L.S. 604003 SIGNS 168.00 SQFT 718101 REFL.PAINT PVMT.MRK.YL(4") 13,200.00 LF 726001 STANDARD SIGN 24.50 SQFT 729001 CHANNEL POST SIGN SUPPORT-A 2.00 EACH 729003 CHANNEL POST SIGN SUPPORT-C 2.00 EACH