Specifications include, but are not limited to: Provide Sand, Concrete, Asphalt, Rip Rap, Sewer Rock, Granular Backfill Borrow, Topsoil, and other materials. Untreated Base Course Aggregate Class A, Grade 1-1/2 per APWA 32 11 23 TON Untreated Base Course Aggregate Class B, Grade 3/4 per APWA 32 11 23 TON Sand for Water Pipe Bedding: City of West Jordan Standard sand for water pipe backfill shall be clean, well-graded imported sand with 100% passing No. 4 Sieve, 80-95% passing No. 8 Sieve, 0-10% passing No. 200 Sieve. TON Sand (Standard) friable river or bank aggregate, free of loam and organic matter. Graded with 100% passing 3/8 Sieve, and 1-10% passing 100 Sieve per APWA 31 05 13. TON Sand for Stormwater Sand Bags: Pure Washed Sand, free of loam and organic matter. Graded with 100% passing 3/8 Sieve, and 1-10% passing 100 Sieve. TON Sewer Rock 1 to 1/2 inch ASTM Size No. 5 per APWA 31 05 13 TON Sewer Rock 1.5 to 3/4 inch ASTM Size No. 4 per APWA 31 05 13 TON Granular Backfill Borrow Classification A-1, ASTM D3282, Well Graded, particle size two (2) inch maximum, free of organic material, rubbish, and debris per APWA 31 05 13, less than 15% passing 200 Sieve. TON Top Soil per APWA 31 05 13 fertile, loose, friable, free of weeds, subsoil, lumps or clods of hard earth, plants, sticks, toxic minerals, chemicals, and stones greater than 3/4" inch diameter. Meets Chemical characteristics of pH 5.5 to 7.7, salt < 2.0 mmhos/com, nitrogen min 48 ppm, phosphorus min 11 ppm, potash (K) min 130 ppm and iron min 5.0 ppm. Sand 15-60%, Silt 10-70%, Clay 5-30%, and Organic Matter 2-5%, Peat or Humus per ASTM F1647. TON Rip Rap 6" - 12" per APWA 31 37 00 TON Rip Rap 12" - 24" per APWA 31 37 00 TON Asphalt Summer Mix: PG 64-28 1/2 DM 15% RAP with not less than 5% oil content, APWA Specification 32 12 16.18 or approved equivalent TON Asphalt Winter Mix: ASP Winter 1/2" 58-28, per APWA Specification 32 12 05 or approved equivalent TON Asphalt Fines 1/4 inch PG 58-28, hot mix TON Asphalt UPM permanent cold mix or equivalent TON Sand-Friable river or bank aggregate. Free of loam and organic matter, per APWA Specification 31 11 23 TON Base Course / Base Rock Grade 1" or 3/4" per APWA Specification 32 11 23 TON Fillable Concrete 60 PSI APWA Flow Fill, sand in mixer 1 Cu Yd
