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Copperstone-LR 951222
G~O-- CONSULTING ENGINEERS IN: ~]~r~Q~e 'nviron~enta[ Assessments ~, ' Soits & Fou~ati~s Construction Hate~ia[s Testing "ExceL[ence~Ex~rie~e" C~rciat & ]~ustria[ ins~ction PO Box ~2548 · Southtake, Texas 760~2 · (817) ~Z~-0281 FIELD COMPACTION REPORT PROJECT: Copper Stone LOCATION: Coppell JOB #: 95-1522 DATE: 12-22-95 DAY: Friday TIME: 9:00am CLIENT: Copper Stone Ltd. CONTRACTOR: Clack Construction WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATIONAND LIFT NUMBER (%) (PCF) COMP Line F, 21" Storm Sewer: 1. @ Station 1+67 1' below 3 23.6 97.6 95.8 2. @ Station 4+50 1' below 3 24.1 98.5 96.6 Line A, 8" Sanitary Sewer: 3. @ Station 3+44 7' below 4 25.7 93.0 95.4 4. @ Station 3+44 5' below 4 26.8 92.9 95.3 5. @ Station 3+44 3' below 4 25.9 93.5 95.9 6. @ Station 3+44 1' below 4 27.1 93.3 95.7 REMARKB: All 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