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Villages of CC 6-LR 950223
"Excel Lence by Experience" PO Box 92548 · SouthLake, Texas ?6092 CON~LTING ENGINEERS IN: ,~vi ror~eflts t Assessments So~ Ls & Foundations Construction HateriaLs Test~flg Commercial & Industrial Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200' DATE: 02-23-95 DAY: Thursday 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 F, 8" Sanitary Sewer: 1. @'Station 12+50 2. @ Station 12+50 3. @ Station 12+50 4. @ Station 15+50 5. @ Station 15+50 6. @ Station 15+50 Line G, 8" Sanitary Sewer: 7. @ Station 1+50 8. @ Station 1+50 9. @ Station 1+50 2' below 3 18.4 104.5 98.7 4' below 3 18.6 104.1 98.3 6' below 3 19.2 103.9 98.2 2nd Lift 3 19.5 102.2 96.5 4th Lift 3 18.6 103.8 98.1 6th Lift 3 17.8 104.6 98.8 2nd Lift 3 17.5 102.7 97.0 3rd Lift 3 18.2 102.4 96.7 4th Lift 3 18.8 101.8 96.2 Sanitary Sewer Service, Block A: 10. @ Lot 50 2' below 11. @ Lot 50 3' below Line C, 18" Storm Sewer: 12. @ Station 3+50 surface Line C, 24" Storm Sewer: 13. @ Station 0+60 surface Line D, 18" Storm Sewer: 14. @ Block B, Lot 16 surface Line F, 18" Storm Sewer: 15. @ Station 2+00 surface Line F-l, 27" Storm Sewer: 16. @ Station 0+75 surface Line F-l, 21" Storm Sewer: 17. @ Station 3+00 surface 3 17.8 102.9 97.2 3 18.1 103.4 97.7 i 17.9 100.6 96.1 3 18.3 104.4 98.6 1 18.5 102.8 98.2 i 18.5 102.4 97.8 i 19.1 101.2 96.7 i 18.0 103.1 98.5 RF.~IARKS: All tests passed. Minimum Compaction Required: PROCTORS: 1. Brown & Tan Sandy Clay 3. Dark Brown Sandy Clay 95% 104.6 PCF @ 17.6% MOISTURE 105.8 PCF @ 17.0% MOISTURE Shane Robinson Technician