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Northlake WE P10B-LR 940825
ironmntat Assessments ConstructJo~ HaterJet8 TestJ~ C~rctet & I~triat I~ti~ Box ~25~ · S~thLake, Texas 7~2 · (617) ~2~-02~1 MOISTURE - .DENSITY REL]tTIONS PROJECT: Northlake Woodlands #10, Phase B LOCIITION: Coppell JOB #: 94-1104 D&TB: 08-25-94 DAY: Thursday Fircon Venture LTD CLXEHT: c/o Tipton En~ineerin~ CONTRACTOR: Site Concrete ~TRRI~ TYP~: L~e Treated Bro~ Clayey Sand 107 ................ 105 103 101 99 97 11 13 15 17 19 21 23 WATER CONTENT, PERCENT TYPE OF TBHTz REHULTH8 XX Htend&rd Proctor Naximum Dry Donoit¥ 103.8 PHF Xodified Proctor Optimum Xoisture Content 17.4 Other: PROCTOR MOISTURE - DENSITY RBL&TTOHH PROJECT: Northlake Woodlands #10, Phase B LOCI~TTOH: Coppell JOB #-' 94-1104 D&TR: 08-25-94 DAY: Thursday Fircon Ventu're LTD CLXENT: c/o Tipton Engineering COHTR&CTOR: Site Concrete ~T~X~ TYPE: Lime Treated Tan & Bro~ Clayey Sand 112 110 108 106 106 102 10 12 14 16 18 20 22 WATER CONTENT, PERCENT " TYPE OF TEST: RBBULTH: XX Standard Proctor aaximum Dry Denoity 108.7 PHF Hodi£iod Proctor OptimumHoisture Content 14.7 % Other: PROCTOR # 5 FIELD COMPACTION REPORT PROJECT: Northlake Woodlands #10, Phase B LOCATION: Coppe11 JOB $: 94-1104 DATE: 08-25-94 DAY: Thursday TIME: 12noon CLIENT: Fircon Venture LTD CONTRACTOR: Site Concrete c/o Tipton Engineering WATER DRY PER- TEST PROr~OR CONT. DEN ORNT NO. MTION AND LIFT NUMBn (%) (PCF) COHP Condor Dr: 1. @ Station 2+00 FG 4 19.0 99.4 95.7 2. @ Station 5+00 FG 4 18.7 99.6 95.9 3. @ Station 8+00 FG 4 18.3 100.9 97.2 4. @ Station 11+00 FG 5 16.5 103.8 95.4 5. @ Station 14+00 FG 5 14.7 104.1 95.7 Willet Dr: 6. @ Station 0+50 FG 4 20.1 99.1 95.4 7. @ Station 3+50 FG 4 18.5 100.7 97.0 Redwing Dr: 8. @ Station 9+00 FG 5 14.8 103.4 95.1 9. @ Station 6+00 FG 5 13.8 106.9 98.3 10. @ Station 3+00 FG 4 19.8 98.8 95.1 Bethel School Rd: 11. @ Station 32+50 FG 4 18.8 98.7 95.0 12. @ Station 29+50 FG 5 12.9 104.5 96.1 13. @ Station 26+50 FG 4 19.4 100.1 96.4 14. @ Station 23+50 FG 4 19.4 99.4 96.2 15. @ Station 20+50 FG 4 18.1 98.8 95.1 16. @ Station 17+50 FG ,5 ~3.7 104.2 95.8 Falcon Ln: 17. @ Station 12+00 FG 4 18.4 98.9 95.2 18. @ Station 9+00 FG 4 19.1 99.6 95.9 (Continued on next page) PAGE 2 JOB #: 94-1104 DATE: 08-25-94 mmmmmmmmmmmmmmmm WATBR DRY PER- TBBT PROCTOR CONT. DBN CB~T NO. LOC&TZON AND LIFT NUMBBR (%) (PCF) COMP Falcon Ct: 19. @ Station 1+00 FG 4 19.7 100.3' 96.6 20, @ Station 3+00 FG 4 18.8 98.7 95.0 RBM~RKB: All tests passed. Minimum Compaotion Required: 9§% FG ~ Final Grade PROOTORH: 4. Lime Treated Brown Clayey Sand 103.8 PCF @ 17,4% MOISTURE 5. Lime Treated Tan & Brown Clayey Sand 108.7 PCF @ 14.7% MOISTURE Patrick Corbett Technician