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Villages of CC 6-LR 950202 (2)
TB(:~IH~QUB~ "Exce~ re,ce by Experle~ce" PO Box 92548 · South[eke, Texas 76092 CON~TTNG ENGTI~EERS TN: vironmenta[ Assessments Soils & Foundations Construction Materials Testing Cemaercte[ & Industrial Inspection (817) 329-0Z81 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB ~: 94-1200 DATE: 02-02-95 DAY: Thursday TIME: 1:30pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete WATER DRY PER- TEBT PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmm Block A: 1. @ Lot 29 3rd Lift 3 18.8 104.9 99.1 2. @ Lot 27 3rd Lift 3 19.2 103.6 97.9 3. @ Lot 25 3rd Lift 1 17.6 100.6 96.1 4. @ Lot 23 3rd Lift 1 18.4 103.2 98.6 5. @ Lot 21 3rd Lift 1 18.9 102.8 98.2 RRMARK8: Ail tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown & Tan Sandy Clay 3. Dark Brown Sandy Clay 104.6 PCF @ 17.6% MOISTURE 105.8 PCF @ 17.0% MOISTURE Shane Robinson Technician GBO- ,,Excel tence by Experience" PO Box 92548 · SouthLake, Texas 76092 · CONSA~TING ENG'~IIEERS IN.* /i ronmefltat Assessments SoiLs & Foundations Construction #atertats Testing Co~a~ercia[ & Industrial Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 02-02-95 DAY: Thursday LOCATION: Coppell TIME: 2:00pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Legend WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line J, 8" Sanitary Sewer: 1. @ Station 16+00 2. @ Station 16+00 2' below i 17.9 103.5 98.9 4' below i 18.9 100.2 95.7 Line L, 8" Sanitary Sewer: 3. @ Station 1+50 4. @ Station 1+50 2' below I 18.5 102.3 97.8 4' below i 19.1 101.4 96.9 Line M, 8" Sanitary Sewer: 5. @ Station 2+00 6. @ Station 2+00 2' below 1 18.8 100.3 95.8 4' below I 18.0 102.8 98.2 Sanitary Sewer Service: 7. @ Block B, Lot 11 8. @ Block A, Lot 16 9. @ Block A, Lot 23 10. @ Block A, Lot 26 11. @ Block A, Lot 29 2' below i 18.1 103.0 98.4 2' below I 18.2 102.4 97.8 2' below 3 17.7 102.6 98.0 2' below 3 17.9 102.1 97.6 2' below 3 18.4 101.6 97.1 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown & Tan Sandy Clay 3. Dark Brown Sandy Clay 104.6 PCF @ 17.6% MOISTURE 105.8 PCF @ 17.0% MOISTURE Shane Robinson Technician