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Copperstone-LR 951129
,~O-- CO ]LT~NG EHGINEERB T~]~r~URe .- EnvJronmentai Assessments ' ~l~, Soils G F~atJons ' Construction Hate~iats Testing '"ExceLlence by Ex~rlence- C~rclaL & ]~ust~iat Ins~ction PO aox ~2548 · Southla~e, Texas 7~0~2 · (817) MOIBTURE - DENBITY RELATIONS PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 11-29-95 DAY: Wednesday CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction~ MATERI~J~ TYPE: Brown Sandy Clay w/ Grey Shale ! 96 ............. \ - ........ -i- 19 21 23 25 27 29 WATER (:oN'rl~N'r, PERCEN'r TYPE OF TEST: RESULTS: ×× Standard Proctor Maximum Dry Density 97.5 PCF Modified Proctor Optimum Moisture Content 23.9 Other: PROCTOR # 4