Site Manager Forms - TxDOT
Degradation of Coarse Aggregate by Micro-Deval Abrasion: Tx472: Hydraulic Cement Concrete Report Uniformity of Concrete: Tx4AgClas: Accelerated Polish Test for Coarse Aggregate: Tx4Fresh: Hydraulic Cement Concrete Report: Tx4Hard: Hydraulic Cement Concrete Report for Structural Concrete: Tx4Hard2: TEX-418-A, Compressive Strength of Cylindrical,Iowa Department of Transportation,IM 209 Appendix A - Guidelines for Aggregate Producer Quality Control Program; IM 209 Appendix G - Application for Approval of Electronic Signature; IM 409 Appendix A – Source Approval for Fine Aggregate; IM 409 Appendix B – Source Approval of Coarse Aggregate for PCC, Crushed StoneForms and Manuals - Government of New York,Aggregate Tests For Portland Cement Concrete Plant: 07/2009: BR 319 SUPERPAVE Design PGB Content Compacted Specimen Density Worksheet: 01/2017: BR 324a Computation of Daily Quantity Adjustment Factors for Air Voids Controlled Mixtures: 01/2017: BR 324b Computation of Daily Quantity Adjustment Factors for Gradation Controlled Mixtures: 01/2017,ITD Forms Index - Idaho Transportation Department,Report of Tests on Concrete Aggregate 09-11 0802: Aggregate Tests Report 10-09 0803: Report of Tests on Soil 2-95 0806: Soil Mechanics Laboratory Testing Program 11-99 0810: Report of Tests on Portland Cement 2-95 0816» Use of Prime Coat,At one time it was thought that a prime coat was an essential element of good asphalt pavement construction. However, asphalt prime materials and the gradation of aggregate bases have changed over the years and applications of prime are no longer necessary for most asphalt pavements.Quikrete 50 lbs. 5000 PSI Concrete Mix-100750 - Home Depot,Quikrete 50 lbs. Q-5000 Concrete Mix consists of a commercial grade blend of Portland cement, sand, gravel. This concrete mix is designed for applications requiring high early strength and rapid strength gains. Quikrete 80 lbs. 5000 High Early Strength Concrete Mix has a
Preservation Brief 22: The Preservation and Repair of,
Sand should conform to ASTM C144 to assure proper gradation and freedom from impurities. Sand, or other type of aggregate, should match the original as closely as possible. Cement should conform to ASTM C150, Type II (white, nonstaining), portland cement. Water should be fresh, clean and potable.,,,,,
