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Villages of CC 6-LR 950110
"Excei Lence by Experience" PO Box 92548 SouthLake, Texas ?~092 CONSULTING ENGINEERS ,v; ronmentat Assessments So;Is & Foundations Construction #aterJats Testing Co~mercJa~ & IndustrJat Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 01-10-95 DAY: Tuesday TIME: 8:30am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete ~ATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Block C: 1. @ Lot 30 1st Lift I 19.4 102.4 97.8 2. @ Lot 28 1st Lift i 18.6 102.7 98.1 3. @ Lot 26 1st Lift 1 18.0 101.8 97.3 4. @ Lot 24 1st Lift 1 19.0 101.9 97.4 5. @ Lot 22 1st Lift 2 12.2 105.6 98.5 6. @ Lot 20 1st Lift 2 11.8 106.0 98.9 7. @ Lot 18 1st Lift 2 11.7 105.1 98.1 8. @ Lot 16 1st Lift 1 17.8 103.2 98.6 9. @ Lot 14 1st Lift i 17.1 101.4 96.9 10. @ Lot 12 1st Lift 2 11.0 104.8 97.8 11. @ Lot 10 1st Lift 2 10.6 103.9 97.0 Block A: 12. @ Lot 47 2nd Lift 3 17.6 102.6 96.9 13. @ Lot 49 2nd Lift 3 18.4 102.4 96.7 14. @ Lot 51 2nd Lift 3 19.1 103.0 97.3 15. @ Lot 53 3rd Lift 3 19.3 104.1 98.3 16. @ Lot 55 3rd Lift 3 18.8 104.2 98.4 17. @ Lot 57 3rd Lift 3 17.4 103.9 98.1 RENARKB: All tests passed. Minimum Compaction Required: 95% PROCTORS: 1. Brown & Tan Sandy Clay 2. Tan & Brown Fine Silty Sand 3. Dark Brown Sandy Clay 104.6 PCF @ 17.6% MOISTURE 107.1 PCF @ 10.0% MOISTURE 105.8 PCF @ 17.0% MOISTURE Patrick Corbett Technician ,,Excellence by Experience" PO Box 92548 * Southtake, Texas 76092 CON~TI'NG EI~GINEERS TN: 'i ronmentat Assessments SoiLs & Foundations Construction #ateri~[s Testing Coeanerciat & Industrial Inspection (817) :;29-0281 FIELD CONPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppe11 JOB #: 94-1200 DATE: 01-09-95 DAY: Monday TIME: 9:00am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP mmmmmmmmmmmmmmmmmmm ,mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm Block A: 1. @ Lot 80 1st Lift 3 19.1 101.6 96.0 2. @ Lot 78 1st Lift 3 18.2 102.1 96.5 3. @ Lot 76 2nd Lift 3 18.4 103.7 98.0 4. @ Lot 74 2nd Lift 3 17.6 102.4 96.7 5. @ Lot 72 1st Lift 3 17.8 102.1 96.5 Block D: 6. @ Lot 25 1st Lift 2 11.4 104.6 97.6 7. @ Lot 23 1st Lift 2 12.0 105.1 98.1 8. @ Lot 21 1st Lift 2 9.7 103.8 96.9 9. @ Lot 19 1st Lift 2 9.4 104.7 97.7 10. @ Lot 17 1st Lift 2 10.8 105.4 98.4 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS'. 2. Tan & Brown Fine Silty Sand 3. Dark Brown Sandy Clay 107.1 PCF @ 10.0% MOISTURE 105.8 PCF @ 17.0% MOISTURE Patrick Corbett Technician .Excei l. ence by Experience" PO Box 92548 Texas 7'6092 CON~di;~LTING ENGINEERS IN: ,vironmentat Assessments Soits & Foundations Construction Materiats Testing Con~erciat &Industria[ Inspection T'sT~..~ 3~..o28~ CONCRETE blIX DESIGN PROJECT: Villages at Cottonwood Creek JOB #: 94-1200 DATE: 12-12-94 LOCATION: Coppell DAY: Monday CLIENT: Glenn Thurman, Inc CONTRACTOR: Glenn Thurman, Inc SPECIFICAT!ONS 28 DAY STRENGTH: 3000 psi CEMENT CONTENT: 5.0 sacks ADMIXTURES: A.E.A. (ASTM C260 - 74) SLUMP: 3.0" +/- 1" COBRSE AGGREGATE: 1.5"-#4 Crushed Stone; Gifford Hill FINE AGGREGATE: #4-200 Natural Sand; Gifford Hill S.S.D. TOTALS (ONE CUBIC YARD BATCH) MATERIALS SG PORTLAND CEMENT (Holnam) TYPE I (ASTM C150) 3.15 FLY ASH (ASTM C618) COARSE AGGREGATE 1.5" - #4 CRUSHED STONE 2.68 FINE AGGREGATE #4 - 200 NATUI~%L SAND 2.64 WATER 1.00 A.E.A. (MASTER BUILDER) 5.0% WEIGHTS ABSOLUTE I CU YD VOLUME 470 2.391 -0- 1994 11.923 1340 8.131 200 (24 gal) 3.205 6.0oz 1.350 TOTALS 4004 27.000 AC~REGATE PERCENTAGE: WATER/CEMENT RATIO: UNIT WEIGHT (1lb/of): 60% Coarse 40% Fine 0.426 4.8 Gal/Sack 148.3 Respectfully submitted, William Zeeh civil Engineer TBC~EI~QUB, ,,Excel. fence by Experience'* PO Box 925&8 Southtake, Texas 76092 · CO14m~LTZNG ENGZNEERS ZN: ,~vironeentat Assessnents SoiLs & Foundations Construction Materials ?esting Co~erciat & Industrial Inspection (817) $29-0281 FZELD COHPACTZON REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 12-07-94 DAY: Wednesday TIME: 9:00am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Block A: 1, @ Lot 76 1st Lift 3 20.9 100.7 95.1 2. @ Lot 74 1st Lift 3 19.3 103.7 98.0 Block F: 3. @ Lot 2 1st Lift 3 18.3 104.3 98.5 4. @ Lot 4 1st Lift 3 17.9 105.2 99.4 5. @ Lot 6 1st Lift 2 12.1 106.2 99.1 6. @ Lot 8 1st Lift 3 18.5 103.6 97.9 Gifford Dr: 7. @ Station 10+00 8. @ Station 8+00 9. @ Station 6+00 1st Lift 3 18.5 101.5 95.9 1st Lift 3 19.8 100.9 95.3 1st Lift 3 20.3 100.7 95.1 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 2. Tan & Brown Fine Silty Sand 3. Dark Brown Sandy Clay 107.1 PCF @ 10.0% MOISTURE 105.8 PCF @ 17.0% MOISTURE Jeff Holden Technician "Excettence by Experience" PO Box 92568 * South[aka, Texas 76092 COI~,LTI'NQ ENQ'rNEERB liN: ~vJron~enta[ Asseasnent$ Soils & Foundations Construction #aterte[$ Testing Commercial & Industria[ Inspection (817) 329-0281 FIELD COMPACTZON REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 12-06-94 DAY: Tuesday TIME: 8:30am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete WATER DRY TEST PROCTOR CONT. DEN NO. LOCATION A~D LIFT NUMBER (%) (PCF) Block E: 1. @ Lot 2 3rd Lift 3 19.3 101.9 2. @ Lot 4 3rd Lift 3 20.2 103.6 3. @ Lot 6 3rd Lift 3 18.9 103.0 4. @ Lot 8 3rd Lift 3 19.6 102.3 PER- CENT COMP 96.3 97.9 97.3 96.6 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTORS: 3. Dark Brown Sandy Clay 105.8 PCF @ 17.0% MOISTURE Jeff Holden Technician .Excet tence by Experience" PO Box 92548 · Southtake, Texas 76092 CON~LTING ENGINEERS TN: ,vj ronmentaL Assessments $o~Ls & Foundations ConstrUCtion #aterl'aLs Test{rig Coamerciat & Industrial Inspection (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppe11 JOB #: 94-1200 DATE: 12-05-94 DAY: Monday TIME: 9:30am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete W~TER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Block A: 1. @ Lot 77 1st Lift 1 19.4 101.9 97.4 2. @ Lot 79 1st Lift 1 20.2 100.3 95.8 Block E: 3. @ Lot 7 1st Lift 1 18.9 101.7 97.2 4. @ Lot 5 1st Lift 1 18.0 102.3 97.8 5. @ Lot 3 1st Lift 3 17.9 102.0 96.4 6. @ Lot 1 1st Lift 3 19.3 104.0 98.2 7. @ Lot 8 2nd Lift 2 12.5 106.0 98.9 8. @ Lot 6 2nd Lift 1 19.3 103.9 99.3 9. @ Lot 4 2nd Lift 1 18.0 101.9 97.4 10. @ Lot 2 2nd Lift 3 18.7 104.6 98.8 REMARKS: All tests passed. Minimum Compaction Required: 95% PROCTOR~: 1. Brown & Tan Sandy Clay 2. Tan & Brown Fine Silty Sand 3. Dark Brown Sandy Clay 104.6 PCF @ 17.6% MOISTURE 107.1 PCF @ 10.0% MOISTURE 105.8 PCF @ 17.0% MOISTURE Jeff Holden Technician "Excel tence by Experience" PO Box 92548 · South[ake, Texas 76092 · CONW'~TING ENGINEERS IN: ...~vi ronmenta[ Assessments Soi ts & Foundations Construction Heterlats Testing Ccemercia[ & Industrle[ Inspection (817) 329-0281 MOISTURE - DENSITY RELATIONS PROJECT.' Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 12-05-94 DAY: Monday CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete NATERX/~L TYPE: Dark Brown Sandy Clay 109 107 105 103 101 99 / 1i 13 15 17 19 21 23 WATER CONTENT, PERCENT TYPE OF TEST: RESULTS: Standard Proctor Maximum Dry Density 105.8 PCF Modified Proctor Optimum Moisture Content 17.0 other: PROCTOR # 3 "ExceLLe~e by Experience" PO Box 92548 $outhLeke, Texas 76092 COI~qLTING ENQI'NEERS IN: .,~vJ ronmentat Assessments SoiLs & Foundations Construct fort MaterieLs ?est~ng CommerciaL & ZndustriaL Inspection (817) 329-0281 FTELD COMPACTION REPORT PROJECT: Villages at Cottonwood Creek LOCATION: Coppell JOB #: 94-1200 DATE: 12-02-94 DAY: Friday TIME: 9:00am CLIENT: Jim Sowell Construction Comp CONTRACTOR: Site Concrete TEST NO. LOCATION AND LIFT Block A: 1. @ Lot 19 2. @ Lot 17 3. @ Lot 8 4. @ Lot 9 WATER DRY PER- PROCTOR CONT. DEN CENT nUMBER (%) (PCF) CO~P 1st Lift i 19.3 100.8 96.3 1st Lift I 19.0 101.3 96.8 1st Lift i 20.1 102.3 97.8 1st Lift i 19.3 103~4 98.8 REMARKS: All tests passed. Minimum Compaction Required: 95% Collected one (1) soil sample for Moisture-Density Relations #3 at same time. PROCTORS: 1. Brown & Tan Sandy Clay 104.6 PCF @ 17.6% MOISTURE Jeff Holden Technician