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Northlake WE P10B-LR 940601
~ ~" COF'"~LTING ENGINEERS ~* So'ts & FoundstJofls Construction Materials Testing "~cett~e~rie~e,, C~rcJai & l~strJat lns~ction ~ Box 925~8 · S~thtake, Texss 7~2 * (817) 3~-0281 FIELD COMPACTION REPORT PROJECT: Northlake Woodlands #10, Phase B LOCATION: Coppe11 JOB ~: 94-1104 DATE: 06-01-94 DAY: Wednesday TIME: 4:00pm CLIENT: Fircon Venture LTD CONTRACTOR: S & S Utilities c/o Tipton Engineering WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line A, 8" Sanitary Sewer: 1. @ Station 1+00 4th Lift 1 19.7 104.5 97.8 2. @ Station 4+00 5th Lift 1 20.3 104.4 97.7 3. @ Station 4+00 10th Lift 1 18.8 103.5 96.9 Line B, 8" Sanitary Sewer-. 4. @ Station 1+00 3rd Lift 2 .-28.2 94.1 96.4 5. @ Station 4+00* 4th Lift 2. -26.1 - 95.4 97.7 6. @ Station- 7+00 5th Lift 2 28.5 94.1 96.4 7. @ Station 10+00 3rd Lift 2 27.3 94.9 97.2 REMARKB: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown'. Silty Clay 106.8 PCF @ 17.3% MOISTURE 2. Tan & Brown Clayey Sand 97.6 PCF @ .25.1% MOISTURE Jeff Holden Technician