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Copperstone-LR 951129 (3)
G~q:)-- CC ~LTING ENGINEERS *~ '~q:~ln~x~e - Environmental Assessaents ~ ~ SoiLs & Foundations Construction MateriaLs Testing '"ExceLLence by Ex~rlence" C~rciet & l~st~iat Ins~ctlon PO Box 92548 , South[eke, 1exes 76092 · (817) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT: Copper Stone LOCATION: Coppell JOB #1 95-1522 DATE: 11-29-95 DAY: Wednesday CI'.IENT: Copper Stone Ltd. CONTRACTOR1 Clack Construction MATERIAL TYPE: Reddish Tan Sandy_ Clay w/ Sandstone Fragments 126 124 -- 122 -- 120 118 116 5 7 9 11 13 15 17 WA'I'EI[ CONTENT, PERCEN'~ TYPE OF TEST: RESULTS: XX Standard Proctor Maximum Dry Density 123.6 PCF Modified Proctor Optimum Moisture Content 10.81% Other: PROCTOR # 1