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Copperstone-LR 960215 (3)
G~'. CC ULTING ENGINEERS IN: ~'(:~XQ~]~e Environmental Assessments ~(~ Soita & Foundations Construction Materials Testing "ExceitencebyExpertence. Cmm~rcis[ & Industrial Inspection PO Box 92548 · S0uthiake, Texas 76092 · (el?) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT: C..~pper Stone LOCATION: Coppell JOB #: 95-1572 DATE: 02-15-96 DAY: Thursday Copp~r Stone Ltd C~'I~'NT: c/o ~riscoe Clark Company CONTRACTOR: Glenn Thurman, Inc MATERIAL TYPg: Cement Treated Tan & Brown Sandy Clay ; 106-- 102 / , 100 / 13 15 17 19 21 23 WATER CONTENT, P~CKNT TYPE OF TEST ~ Stangar~ Proctor Maxim~ Dry Density 106.1 PCF Modified Proctor Optim~ Moisture Content 18.9 Othe~: PROCTOR # 7