WebFlowable Fill Materials Cement Strength and hardening times 50-200 lbs/yd3 Fly ash Provides flowability ... Class 4, Type A. Section 735 (j) Mix Design. Submit a mix design and test results (density and strength) to the Representative, at ... Used in Type A & Type B Flowable Fill Design Mixes Source: Dec. 1999, Final Report Sieve Size Percent ... Web1.2.1 Unacceptable Material Class U1 Unacceptable material Class U1 shall be: • Material which does not comply with the permitted constituents and material properties of Table 1 …
FLOWABLE FILL USING GLASS CULLET - Pennsylvania …
WebB. Suitable Material: 1. Materials meeting specification requirements. 2. Unsuitable materials meeting specification requirements for suitable soils after treatment with lime … Web1. Select product Base Material Compaction & Bases Decorative Stone Decorative Stones Drainage Gravel Driveway Gravel Driveway Gravel Fine Sand for Between Pavers Granite Stone Gravel Stone Horse Stalls Lawns & Gardens Limestone Gravel Mulch Mulch, Bark & Bedding Pool Sand & Beach Sand Premium Pebbles Bulk Bag Recycled Materials Rip … dog playing shell game
class b concrete finish Topic - American Concrete Institute
WebB. Free from roots or organic matter, refuse, boulders and material larger than 6 inches in diameter, or other deleterious materials. 2.05 FLOWABLE FILL A. Select and proportion ingredients to obtain compressive strength between 50 psi and 150 psi at 28 days in accordance with ASTM D4832. B. Materials: 1. Cement: ASTM C150, Type I or Type II. 2. WebINDOT Class I Rip Rap. 18″ to 3″ material. Application: Erosion control. INDOT Revetment Rip Rap. 12″ to 3″ material. Sizes can vary by location. Application:... INDOT #73 Crushed Stone. 3/4″ material down to dust. Applications: Same uses as 53’s ... Natural Fill Material off spec. View All Products. Aggregate Calculator. WebB. Stockpiles. Use stockpiling and loading methods that permit ready identification of the aggregates and to minimize segregation. Clean the sites for stockpiles before storing materials. Do not remove aggregates from stockpiles within 1 foot (0.3 m) of the ground until final cleanup of the work. Do failing standardized tests