Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Villages of CC 6-LR 950220
"Excel I. ence by Experience" PO Box 925&8 · SouthLake, Texas 76092 CO~ULTZNG ENGINEERS IN: Environmental Assessments Soi ts & Foundations Construction MateriaLs Testing Commercial & Industrial Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 02-20-95 DAY: Monday CLIENT: Jim Sowell Construction Comp LOCATION: Coppell TIME: 12 noon CONTRACTOR: Legend TEST PROCTOR NO. LOCATION AND LIFT NUMBER WATER DRY PER- CONT. DEN CENT (%) (PCF) COMP Line F, 8" Sanitary Sewer: 1. @ Station 2. @ Station 3. @ Station 4. @ Station 5. @ Station 6. @ Station 6+50 3' below 3 6+50 5' below 3 6+50 7' below 3 9+50 2' below 3 9+50 4' below 3 9+50 6' below 3 Water Service, Block A: 7. @ Lot 3 8. @ Lot 11 8" Water Line: 9. @ Block B, Lot 3 10. @ Block A, Lot 6 11. @ Block A, Lot 16 FG 1 FG 1 FG 1 FG 1 FG 1 18.0 102.9 97.2 19.4 102.4 96.7 19.7 101.8 96.2 17.8 102.5 96.8 18.3 101.6 96.0 19.0 100.5 95.0 19.2 99.9 95.5 17.9 100.8 96.3 18.4 103.0 98.4 18.3 101.2 96.7 18.7 100.3 95.8 REMARKS: Ail tests passed. Minimum Compaction Required: FG = Final Grade 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