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Villages of CC 6-LR 950519,,ExceLLence by Experience" PO Box 92548 · South[ake, Texas 76092 CO'--~ULTZNG ENGTNEERS Environmental Assessments Soit8 & Foundations C~str~tim Hateriats Testi~ C~rcia[ & ]~strJa[ lns~cti~ (817) 3~-0281 CEHENT BUBGI~DE GI~DATION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-19-95 DAY: Friday TIME: 10:00am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc LOCATION Alley F: 1. @ Station 0+50 2. @ Station 3+50 Alley D-4: 3. @ Station 0+50 4. @ Station 3+50 Alley D-3: 5. @ Station 0+50 Alley D-2: 6. @ Station 1+00 7. @ Station 4+00 % PABBING % PASBING % PABBING 1" SIEVE 1/2" SIEVE #4 SIEVE 100.0% 73.2% 51.9% 100.0% 75.4% 50.2% 100.0% 72.9% 49.7% 100.0% 75.5% 59.5% 100.0% 71.9% 46.5% 100.0% 73.4% 55.6% 100.0% 78.1% 52.0% SPECIFICATIONS: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing #4 Sieve REMARKS: Densities taken at same time. Jeff Holden Technician '*Excel Lence by Experience- PO Box 925&8 · SouthLake, Texas 76092 CO~"-"ULTZNG ENGINEERS TN= Environmental Assessments SoiLs & Foundations Construction #ateriaLs TestinQ Commercial & Industrial inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-19-95 DAY: Friday TIME: 10:00am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman RATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Alley F: 1. @ Station 0+50 2. @ Station 3+50 FG 4 23.1 95.2 96.8 FG 4 22.1 97.4 99.0 Alley D-4: 3. @ Station 0+50 4. @ Station 3+50 FG 7 17.2 110.4 97.8 FG 7 16.3 109.5 97.0 Alley D-3: 5. @ Station 0+50 FG 6 22.5 102.5 98.3 Alley D-2: 6. @ Station 1+00 7. @ Station 4+00 FG 4 22.9 97.3 98.9 FG 6 21.3 99.7 95.6 REMARKS: All tests passed. Minimum Compaction Required: Gradations taken at same time. FG = Final Grade 95% PROCTORS: 4. Cement Trtd Brn & Tn Sandy Clay 6. Cement Trtd Dk Brn Sandy Clay 7. Cement Trtd Reddish Brn Clayey Sand 98.3 PCF @ 21.8% MOISTURE 104.2 PCF @ 19.2% MOISTURE 112.8 PCF @ 15.5% MOISTURE Jeff Holden Technician TBG~ll~UB~ "Excel Lonce by Experience,, PO Box 92548 * SouthLake, Texas 76092 · CO~"~JLTING ENGINEERS IN** Envi ronmentat Assessments SoiLs & Foundations Construction #aterie[s Testing CemaercJeL & Industrial Inspection (817) 329-0281 CEMENT SUBGRADE GRADATION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 05-19-95 DAY: Friday TIME: 3:00pm CLIENT: Jim Sowell Construction Comp CONTRACTOR: Glenn Thurman, Inc LOCATION Alley A-l: 1. @ Station 1+00 2. @ Station 4+00 3. @ Station 7+00 Alley A-2: 4. @ Station 1+00 5. @ Station 4+00 Alley A-3: 6. @ Station 1+00 7. @ Station 4+00 Alley B-l: 8. @ Station 2+00 Alley B-2: 9. @ Station 1+50 Alley C-l: 10. @ Station 1+00 11. @ Station 4+00 12. @ Station 7+00 Alley C-2: 13. @ Station 1+50 Alley D-l: 14. @ Station 1+50 Alley E: 15. @ Station 1+00 16. @ Station 4+00 Alley E-l: 17. @ Station 2+00 Fairbanks Cir: 18. @ Station -1+20 PASSING % PASSING % PA~SING 1'* SIEVE 1/2" SIEVE #4 SIEVE 100.0% 80.0% 49.5% 100.0% 73.9% 48.5% 100.0% 70.9% 47.3% 100.0% 78.9% 53.7% 100.0% 72.5% 47.3% 100.0% 81.5% 60.3% 100.0% 80.9% 59.5% 100.0% 78.4% 55.1% 100.0% 76.3% 49.5% 100.0% 75.1% 50.2% 100.0% 78.1% 56.9% 100.0% 75.7% 49.7% 100.0% 81.1% 62.1% 100.0% 72.9% 51.5% 100.0% 76.2% 61.3% 100.0% 78.2% 55.7% 100.0% 75.5% 50.9% 100.0% 71.9% 47.3% SPECIFICATIONS: 100.0% Passing 1" Sieve 70.0% Passing 1/2" Sieve 45.0% Passing #4 Sieve REMARKS: Densities taken at same time. Jeff Holden Technician ,,Excel l ence by Exper i ence,, PO Box 925&8 · $outhlake, Texas 76092 · CO'-"ULTING ENGINEER8 IN: Envi ronmntaL Assessments Soils & Foundations Construction #aterieLs Testing Co~nerciaL & Industrial Inspection (817) ]29-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppe11 JOB ~: 94-1200 DATE: 05-19-95 CLIENT: Jim Sowell Construction Comp mmmm mmmmmmmmmmm, TEST NO. LOCATION AND LIFT DAY: Friday TIME: 3:00pm CONTRACTOR: Glenn Thurman WATER DRY PER- PROCTOR CONT. DEN CENT N~MBER (%) (PCF) COMP Alley A-l: 1. @ Station 1+00 2. @ Station 4+00 3. @ Station 7+00 FG FG FG 7 17.3 109.5 97.0 7 16.5 110.7 98.1 7 16.9 112.5 99.7 Alley A-2: 4. @ Station 1+00 5. @ Station 4+00 FG FG 7 16.9 108.5 96.1 7 16.1 111.3 98.6 Alley A-3: 6. @ Station 1+00 7. @ Station 4+00 FG FG 4 23.5 96.0 97.6 4 23.9 94.8 96.4 Alley B-l: 8. @ Station 2+00 Alley B-~: 9. @ Station 1+50 FG FG 4 23.5 96.0 97.6 6 21.2 100.6 96.5 Alley C-l: 10. @ Station 1+00 11. @ Station 4+00 12. @ Station 7+00 FG FG FG 5 20.1 103.7 97.3 7 18.1 109.5 97.0 5 19.7 103.8 97.4 Alley C-2: 13. @ Station 1+50 FG 7 17.3 110.5 97.9 Alley D-l: 14. @ Station 1+50 FG 6 20.1 100.7 96.6 Alley E: 15. @ Station 1+00 16. @ Station 4+00 FG FG 4 22.9 94.8 96.4 4 22.0 97.3 98.9 (continued on next page) PAGE 2 JOB #: 94-1200 DATE: 05-19-95 TEST NO. LOCATION AND LIFT Alley E-l: 17. @ Station 2+00 Fairbanks Cir: 18. @ Station -1+20 WATER DRY PER- PROCTOR CONT. DEN CENT ~U~SEa (%) (PCF) COMP FG 4 23.1 95.7 97.3 FG 7 17.3 109.5 97.0 REMARKS: Ail tests passed,. Minimum Compaction Required: Gradations taken at same time. FG = Final Grade 95% PROCTORS: 4. Cement Trtd Brn & Tn Sandy Clay 5. Cement Trtd Tn & Brn Fine Silty Sand 6. Cement Trtd Dk Brn Sandy Clay 7. Cement Trtd Reddish Brn Clayey Sand 98.3 PCF @ 21.8% MOISTURE 106.5 PCF @ 18.0% MOISTURE 104.2 PCF @ 19.2% MOISTURE 112.8 PCF @ 15.5% MOISTURE Jeff Holden Technician