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Villages of CC P5-LR 961003 G~O- ~. CONSULTING ENGINEERS IN; T:~'~I;~I~U~ ~v~ronmenta~ ~ssessments Z~I~ Soils & Fou~a~Jons Construction HateriaLs Testing "ExceLtence by Ex~rJence" C~rciat & i~striat Ins~ctJon PO Box 925~ · Southiake, Texas 76092 · (~17) ~29-0281 MOISTURE - DENSITY RELATIONS PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 10-03-96 DAY: Thursday Grand Land 96, LP CLIENT: c/o Grand H~mes, Inc CONTRACTOR: Site Concrete MATERIAL TYPE: Reddish Brown Sandy Clav 115. 113 111 109 107 105 , 6 8 10 12 14 16 18 WATER CONTENT, PERCENT TYPE OF TEST: RESULTS: xx Standard Proctor Maximum Dry Density 112.4 PCF Modified Proctor Optimum Moisture Content 11.6 % Other: PROCTOR # 1 ~[~-- ~ COI~tULTING EN~INEERB IN= TBd?~'~q~URe _nvJror~enta[ Assessments Z~. Soils & F~ati~s Construction Materials Testing "~cettencebyEx~rience" C~rciat & l~striat $ns~ction PO Box 92548 · South[ake, Texas 76092 · (817) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: ]0-03-96 DAY: Thursday Grand Land 96, LP CLIENT: c/o Grand Homes, Inc CONTRACTOR: Site Concrete MATERIAL TYPE: Brown Clayey Sand 113 . 111 109 107 105 ~ 103 .... ~ 11 13 15 17 19 21 23 WATER CONTENT, PERCENT TYPE OF TEST: RESULTS: XX Stan4ard Proctor Maximum Dry Density 111.3 PCF Modifie~ Proctor Optimum Moisture Content 17.2 % Other: PROCTOR # 2 T~'~U~e .nvJ~onmenta~ Assessments X~K~. Soils & Fou~ations Construction Hateriats Testing .ExcettencebyEx~rie~e" C~ciat & i~ustr~at Ins~ctJ~ PO Box 92548 * Southiake, Texas 76092 · (817) ~29-0281 MOISTURE - DENSITY RELATIONS PROJECT: Villages of Cottonwood Cre~k V__ LOCATION: Coppe] ] JOB #: 96-1779 DATE: 10-0%-96 DAY: Thursday Grand Land 96, LP CLIENT: c/o Grand Homes, Inc CONTRACTOR: Site Concrete MATERIAL TYPE: Dark Brown Silty Sandy Clay 106 . 104 102 100 98 96 12 14 16 18 20 22 24 WATI~.R CONTKNT, Plc. RCKNT TYPE OF TEST: RESULTS: yw Standard Proctor MaximumDry Density lO4.4 PCF Modified Proctor Optimum Moisture Content 1R_2 % Other: PROCTOR # 3 q~}~-- -~ CON~ULTIN~ ENGINEERS INt ~:~I~ZQUB, .nviromenta[ Assessments Z~(~, SoiLs & Foundations Construction MateriaLs Testing ,,ExceLlence by Experience'" Co~mercia[ & Industrial Inspection PO Box 9254§ · South[eke, Texas 76092 · (817) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT: Villaqes of Cottonwood Creek V LOCATION: Coppell JOB #: 96-] 779 DATE: 10-03-96 DAY: Thursday Grand Land 96, Inc CLIENT: c/o Grand Homes, Inc CONTRACTOR: Site Concrete MATERIAL TYPE: Reddish Brown Silty Sandy Clay 104 102 100 ~ 94 17 19 21 23 2~ - - - 27 29 WATER CONTENT, ['ERCENT TYPE OF TEST: RESULTS: XX Standard Proctor Maximum Dry Density 101.7 POF Modified Proctor Optimum Moisture Content 22.8 Other: PROCTOR # 4 liB-- -- OO~LTIXG ~XGIXJ~Rg IX~ T~w~U~t nvi ronmente[ Assessments Z~, Soils & Foundations Construction Materials Testing ,,ExceL[ence byExperience" Commercial & Industrial inspection PO Box 92548 · South[eke, Texas 76092 * (817) $29-0281 FIELD COMPACTION REPORT PROJECT: Villages of Cottonwood Creek V LOCATION: Coppell JOB #: 96-1779 DATE: 10-03-96 DAY: Thursday TIME: 1:30pm CLIENT: Grand Land 96, LP CONTRACTOR: Site Concrete c/o Grand Homes, Inc WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOOATION AND LIFT NUMBER (%) (PCF) COMP Block A: 1. @ Lot 18 1st Lift 4 24.8 96.9 95.2 2. @ Lot 16 1st Lift 4 23.0 99.8 98.1 3. @ Lot 12 1st Lift 4 25.0 99.8 98.1 4. @ Lot 10 1st Lift 4 23.7 100.4 98.7 5. @ Lot 8 1st Lift 4 24.9 101.0 99.3 6. @ Lot 6 1st Lift 4 25.0 97.9 96.2 7. @ Lot 4 1st Lift 4 24.3 98.4 96.7 8. @ Lot 2 1st Lift 4 23.0 99.8 98.1 Block B: 9. @ Lot 2 1st Lift 1 13.0 112.0 99.6 10. @ Lot 4 1st Lift 1 12.2 111.7 99.3 11. @ Lot 4 1st Lift 4 24.7 100.1 98.4 12. @ Lot 6 1st Lift 4 23.0 99.7 98.0 13. @ Lot 8 1st Lift 3 21.3 101.5 97.2 14. @ Lot 10 1st Lift 3 20.3 100.8 96.5 15. @ Lot 12 1st Lift 2 19.8 107.9 96.9 Eastwick Ln: 16. @ Station 1+50 1st Lift 1 13.0 111.7 99.3 REMARKfl: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Reddish Brn Sandy Clay 112.4 PCF @ 11.6% MOISTURE 2. Brn Clayey Sand 111.3 PCF @ 17.2% MOISTURE 3. Dk Brn Silty Sandy Clay 104.4 PCF @ 18.2% MOISTURE 4. Reddish Brn Silty Sandy Clay 101.7 PCF @ 22.8% MOISTURE Jeff Holden Technician