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Villages of CC 6-LR 950321.Excetl, ence by Experience" PO *Box 92548 · Southtake, Texas 76092 CO~W~ULTING ENGTNEERS IN: Envi ronmentet Assessments Soits & Foundations Construction Materials Testing Commercial & Industrial Inspection (817) 329-0281 FTBLD COMP~CT'rON REPORT PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 03-21-95 DAY: Tuesday CLIENT: Jim Sowell Construction Comp LOCATION: Coppell TIME: 10:30am CONTRACTOR: Legend TEST PROCTOR NO. LOCATION AND LIFT NUMBER NATER DRY PER- CONT. DEN CENT (%) (PCF) COMP Line B, 8" Sanitary Sewer: 1. @ Station 10+00 2. @ Station 10+00 3. @ Station 10+00 Line E, 8" Sanitary Sewer: 4. @ Station 8+00 5. @ Station 8+00 6. @ Station 8+00 7. @Station 5+00 8. @ Station 5+00 9. @ Station 5+00 Line E-l, 8" Sanitary SeWer: 10. @ Station 1+00 11. @ Station 1+00 12. @ Station 1+00 Line H, 8" Sanitary Sewer: 13. @ Station 2+50 14. @ Station 2+50 15. @ Station 2+50 16. @ Station 5+50 17. @ Station 5+50 18. @ Station 5+50 2' below 3 3' below 3 4' below 3 2' below 1 3' below 1 4' below 1 2' below 3 3' below 3 4' below 3 1.5' below 2 3' below 2 4.5' below 2 2' below 3' below 4' below 2' below 3' below 4' below 18.6 102.6 96.9 18.9 101.9 96.3 19.4 101.0 95.4 18~8 101.8 97.3 19.0 100.9 96.4 19.7 100.5 96.0 19.2 102.9 97.2 18.9 103.4 97.7 19.5 101.6 96.0 11.6 105.9 98.8 12.1 104.8 97.8 12.3 104.5 97.5 11.0 105.3 98.3 12.1 104.9 97.9 11.8 105.0 98.0 18.5 103.3 98.7 18.9 102.0 97.5 19.3 101.9 97.4 REMARKS: Ail tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown & Tan Sandy Clay 2. Tan & Brown Fine Silty Sand 3. Dark Brown Sandy Clay Shane Robinson Technician 104.6 PCF @ 17.6% MOISTURE 107.1 PCF @ 10.0% MOISTURE 105.8 PCF @ 17.0% MOISTURE