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Villages C P1-LR 940114
GEO CO?~TLTING ENGINEERS IN: TECHNIQUE ~nvironmenta[ Assess~nts ~C~. soils & Fou~ations Construction Hateria[s Testing "ExceLLence ~ Ex~rience" Cofl~ercia[ & l~ustria[ lns~ction PO Box 92548 · Southtake, Texas ~092 * (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages of Coppell IV-B LOCATION: Coppell JOB #: 93-959 DATE: 01-14-94 DAY: Friday TIME: 3:00pm CLIENT: Grand Homes, Inc CONTRACTOR: Grand Homes, Inc WATER DRY TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP 1. 575 Chesire (NE) 1st Lift 4 11.7 114.0 97.9 2. 575 Chesire (NW) 1st Lift 4 12.0 115.8 99.4 REMARKS: All tests passed. Minimum Compaction Required: 95% Minimum of 4 tests per trip. Collected one (1) soil sample for Moisture-Density Relations at same time. 814 Chesire not ready for testing. PROCTORS: ~ 4. Reddish Brown Clayey Sand 116.4 PCF @ 12.2% MOISTURE Shane Robinson Technician GEO TECHNIQUE MOISTURE - DENSITY RELATION8 PROJECT: Villages of Coppe]l IV-B LOCATION: Coppell JOB #: 93-959 D]~TE: 01-18-94 Di~Y: Tuesday C~.%ENT: Grand Homes, Inc. CONTRAC?OR: Grand Homes,' Inc. MATERI]k~ TYPE: Reddish Brown Clayey Sand 119 117 115 113 111 109 6 8 10 ]2 14 16 18 WATER CONTENT, PERCENT TYPE OF TEST= REBULTB= XX Standard Proctor Maximum Dry Density 116.~ PBF Modified Proctor optimum Moisture Content 12.2 % Other: PROCTOR # 4