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Villages of CC 6-LR 950228
"ExceLLence by Experience" PO Box 925~8 · Southtake, Texas 76092 · CON~LTING ENGINEERS IN: 'qvJ ronmentel Assessments Soils & Foundations Construction Materials Testing Commercial & lnclustrial Inspection (817) 3~9-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 02-28-95 DAY: Tuesday CLIENT: Jim Sowell Construction Comp TEST NO. LOCATION AND LIFT LOCATION: Coppell TIME: 9:30am CONTRACTOR: Legend WATER DRY PER- PROCTOR CONT. DEN CENT N~MBER ( % ) (PCF) COMP Line A, 12" Sanitary Sewer: 1. @ Station 2+00 2. @ Station 2+00 3. '@ Station 2+00 4. @ Station 2+00 5. @ Station 5+00 6. @ Station 5+00 7. @ Station 5+00 8. @ Station 5+00 Line D, 12" Sanitary Sewer: 9. @ Station 1+50 10. @ Station 1+50 11. @ Station 1+50 12. @ Station 1+50 2' below 1 18.4 102.8 98.2 4' below 1 19.1 102.1 97.6 6' below 1 17.7 103.4 98.8 8' below i 17.3 101.8 97.3 2' below 2 11.4 104.7 97.7 4' below 2 10.8 105.9 98.8 6' below 2 12.2 106.3 99.2 4' below 2 12.4 106.0 98.9 2' below 3 19.2 103.8 98.1 4' below 3 17.9 103.7 98.0 6' below 3 16.6 104.1 98.3 8' below 3 16.1 104.4 98.6 REMARKS: Ail tests passed. Minimum Compaction Required: 95% Also picked up six (6) concrete test cylinders made by contractor on 02-27-95. Returned to office. PROCTORS: 1. Brown & Tan Sandy Clay 2. Tan & Brown Fine Silty Sand 3. Dark Brown Sandy Clay 104.6 PCF @ 17.6% MOISTURE 107.1 PCF @ 10.0% MOISTURE 105.8 PCF @ 17.0% MOISTURE Patrick Corbett Technician