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ST9801-LR 991021
StanTech Engineer Co. 9200 KING ARTHUR * DALLAS, TEXAS 75247 * (214)631 -4372 * FAX(214)631-4380 Client: Mr. Kenneth Griffin, P.E. ST Job Number: 152000P03 City Of Coppell Report Number. 1 255 Parkway Blvd. Lab. Number: 0992 P.O. Box 478 Technician: W.Kirby Coppell, TX 75019 -4409 Test Date: 10/21/99 Project: Coppell Road Paving & Drainage Improvements Coppell, TX 120 119 118 W U fl'717 H C 116 W F 115 z ] 114 a 113 112 111 MOISTURE — DENSITY RELATIONSHIP REPORT 6 7 8 9 10 11 12 13 14 15 16 17 MOISTURE CONTENT ( %) Laboratory Compaction Test Method: ASTM D 698 Procedure "A" Location of sample: Utility trench backfill -on site stockpile Sample Description: Reddish brown clayey sand with gravel Liquid Limit ( %): Moisture - Density Curve Number: I Plastic Limit ( %): Max. Unit Dry Weight (pcf): 118.5 Plasticity Index: Optimum Moisture Content ( %): 10.9 Minus #200 Sieve: gnnrifir fl rnvnty [A acni —Ao - n 1 7 ST��oj r 6 7 8 9 10 11 12 13 14 15 16 17 MOISTURE CONTENT ( %) Laboratory Compaction Test Method: ASTM D 698 Procedure "A" Location of sample: Utility trench backfill -on site stockpile Sample Description: Reddish brown clayey sand with gravel Liquid Limit ( %): Moisture - Density Curve Number: I Plastic Limit ( %): Max. Unit Dry Weight (pcf): 118.5 Plasticity Index: Optimum Moisture Content ( %): 10.9 Minus #200 Sieve: gnnrifir fl rnvnty [A acni —Ao - n 1 7 ST��oj