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Gunner Sub-LR 980828
Client: Project: Stan Tech Engineering Co. 9200 KING ARTHUR * DALLAS, THXAS 75247 * (ZI4)~31-4Y}2 * FAX (ZI4)O14MO Mr. Mark Morals BPI Property Development, L.P. 14990 Landmark Blvd., Suite 300 Dallas, Texas 75240-6729 St. Marin Apartments Coppell, Texas ST Job Number: 1598-0018 Report Number: 19 Lab. Number: 6691 Technician: B. Pilgrim Test Date: 06/21/98 MOISTURE-DENSIT! RELATIONSHIP REPORT ~ . ~' · · .j .......... ~ ........... ~o ............ . ..................... . ........... ~. ............ ~ ........... . ........... ~ ,, ........... ~ ............ ~ ............ ;. , ......... 4 .......... ~ ......... ~ ............ ~ i ' ' i ................. ~ ~ . .-~ ......... ~4 ~Z~URB COSTBHT (%) Laboratory Compaction Test Method: AS'I'M D 698 Procedure "A" Location of sample: On Site Native Fill Sample Description: Very Dark Brown Clay Liquid Limit (%): Plastic Limit (%): Plasticity Index:. Minus #200 Sieve: Distribution: Moisture-Density Curve Number: 5 Max. Unit Dry Weight (pct'): 97.5 Optimum Moisture Content (%): 23.6 Specific Gravity (Assom_~d): Z7 Respectfully Submitted, City of Coppell - Garreth Campbell