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Copperstone-LR 951130 ~)-. CC ~ULTING ENGINEERB IN= ~J~Q~e Enviror~enta[ Assessments ~(~, Soits & Fou~atJ~s Constructi~ Nateria[s Testi~ "~ceLLence ~ ~rtence" C~rcia[ & l~ustriaL lns~ction PO Box ~5~8 · S~th[ake, Texas 760~ · (817) ~Z~-0~81 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 11-30-95 DAY: Thursday TIME: 3:00pm CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TE~T PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line J, 10" Sanitary Sewer: 1. @ Station 5+40 8' below 3 23.4 98.5 96.7 2. @ Station 5+40 5' below 3 24.1 99.6 97.7 3. @ Station 5+40 3' below 3 22.6 97.9 96.1 4. @ Station 5+40 1' below 3 19.8 99.2 97.4 REMARKS: Ail tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Reddish Tn Sandy Clay w/ SS Fragments 123.6 PCF @ 10.8% MOISTURE 2. Dk Grey Clay 96.8 PCF @ 22.8% MOISTURE 3. Tn & Brn Sandy Clay w/ Cal Nodules 101.9 PCF @ 21.2% MOISTURE 4. Brn Sandy Clay w/ Grey Shale 97.5 PCF @ 23.9% MOISTURE Chris Quentin Technician