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Villages of CC 6-LR 950218
GBO- .ExceLLence by Experience" PO Box 92548 * SouthLake, Texas 76092 CO~,~ULTING ENGINEERS IN: ~nvironmentat Assessments SoiLs & Foundations Construction Hateria[s Testing ComnerciaL & Industrial Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 02-18-95 DAY: Saturday CLIENT: Jim Sowell Construction Comp LOCATION: Coppell TIME: 8am-10:30am CONTRACTOR: Legend TEST PROCTOR NO. LOCATION AND LIFT NUMBER WATER DRY PER- CONT. DEN CENT (%) (PCF) COMP Line F, 8" Sanitary Sewer: 1. @ Station 1+00 2. @ Station 1+00 3. @ Station 1+00 4. @ Station 3+50 5. @ Station 3+50 6. @ Station 3+50 2nd Lift 1 3rd Lift 1 8th Lift 1 2nd Lift 1 6th Lift 1 8th Lift i Existing 90" Storm Sewer (removed), Block D: 7. @ Lots 2/3 4th Lift 3 8. @ Lots 2/3 7th Lift 3 9. @ Lots 2/3 10th Lift 3 7'x 7' Box Culvert: 10. @ Station 1+50 11. @ Station 1+50 12. @ Station 1+50 2nd Lift 2 4th Lift 2 FG 2 20.3 101.9 97.4 18.5 100.6 96.1 19.5 101.3 96.8 20.2 99.5 95.1 18.9 103.4 98.8 19.6 102.5 97.9 17.3 104.1 98.3 18.3 104.3 98.5 18.9 101.7 96.1 12.3 106.2 99.1 13.1 103.9 97.0 12.0 106.9 99.8 REMARKS: Ail tests passed. Minimum Compaction Required: FG = Final Grade 95% 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 Jeff Holden Technician