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Old Coppell Est-LR 951023 ~O- COW~ULTING ENGINEERS IN: T~~UB, Environmentat Assessments ~.~1~, Soils & Foundations Construction Hateria[s Testing "Exce[[ence byExperience- Conmercia[ & Industrial Inspection PO Box 92548 · South[ake, Texas 76092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Old Coppell Estates LOCATION: Coppell JOB #: 95-1479 DATE: 10-23-95 DAY: Monday TIME: 10:00am CLIENT: WPC-Bethel Dev Corp CONTRACTOR: Murray Construction c/o Wilbow Corporation WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP 24" Storm Sewer: 1. @ Block 1, Lots 8 & 9 FG 1 18.2 98.7 95.3 8" Water Line, Hearthstone Dr: 2. @ Station 0+75 FG 1 17.9 99.2 95.8 3. @ Station 2+65 FG 2 15.7 107.3 95.5 4. @ Station 3+80 FG 2 16.2 106.9 95.2 Water Service, Block 1: 5. @ Lot 1 FG 2 15.5 108.5 96.6 6. @ Lot 3 FG 2 14.9 109.1 97.2 7. @ Lot 6 FG 1 16.8 99.9 96.5 8. @ Lot 8 FG 3 13.1 114.6 96.1 9. @ Lot 11 FG 3 12.8 113.9 95.5 10. @ Lot 14 FG 3 13.6 115.6 96.9 11. @ Lot 17 FG 2 16.7 109.5 97.5 12. @ Lot 19 FG 3 13.2 114.6 96.1 RENARKS: All tests passed. Minimum Compaction Required: 95% FG = Final Grade PROCTORS: 1. Brn & Tn Sandy Clay 103.5 PCF @ 16.0% MOISTURE 2. Brn Silty Clayey Sand 112.3 PCF @ 14.2% MOISTURE 3. Reddish Brn Sandy Clay 119.3 PCF @ 10.2% MOISTURE Chris Quentin Technician ~- CC"'~ULTZNG E~GINEERS IN~ ~~O~e Environ~ntat Assessments ~. Soits & Foundations Construction Materlats Testing "Excellence byExperience" Cm~rcial & Industriat Inspection PO Bo~ 92548 · Southtake, Texas r6092 · (817) ]29-0281 MOISTURE - DENSITY RELATIONS PROJECT: 01d Coppel]:_ ~._s_t_a_tes LOCATION: _ Coppell JOB #: 95-1479 DATE: 10-23-95 DAY: Monday WPC-Bethel Dev Corp CLIENT: c/o Wilbow Corporation CONTRACTOR: Murray. Construction MATERIAL TYPE: Brown Silt+, ~hl_a~.e_3k_S_~._n._d ........................... 113 -- 110 109 9 i1 13 15 17 19 WA'rI~iR CONTI,:NT, PERCENT TYPE OF TEST: RESULTS: XX Btandar~ Proctor Maximum Dry Density 112.3 PCF Modifie~ Proctor optimum Moisture Content 14.2 % Other: PROCTOR # 2 · ~:~ZQU~e Environmenta[ Assessments Z~, Soi[s& Foundations Construction ~atertats lesting "Exce[lence byExperience" Cam~rcia[ & Industrial Inspection PO Box 92568 · Sou[h[ake, Texas ?6092 · (817) 329-0281 MOISTURE - DENSITY REL~TION~ PROJECT: 015 Copp_~_l.l__.E$_t_a.t._e_s. .................... LOC~TION: .... ~.~!ppell JOB #: 9~-~479 D~TE: 10-23-95 D~Y: Monday WPC-Bethel Der Corp CLIENT: c/o W£1bow Corporation CONTRACTOR: Murray Construction MATERIAL TYPE: ____R_e__d_d_i.s_h_B_r~.n S..a. ndy.._Ql__ay_ ................. t20 119 -- --- 118 - 117 116-- 6 8 10 12 14 16 WATER CONTI~NT, PERCENT TYPE OF TEBT~ RE~ULT~ XX Btandard Proctor Maximum Dry Density []9.3 PCF Modified Proctor Optimum Moisture Content 10.2 Other: PROCTOR # 3 t~)- CC'""'~ULTING ENGINEERS IN: T~QU~, Environmental Assessments X~, Soils & Foundations Construction Hateria[s Testing "Exce[[ence byExperience" Commercial & Industrial Inspection PO Box 92548 · Southtake, Texas ?6092 · (817) 329-0281 FIELD COMPACTION REPORT PROJECT: Old Coppell Estates LOCATION: Coppell JOB #: 95-1479 DATE: 10-23-95 DAY: Monday TIME: 10:00am CLIENT: WPC-Bethel Dev Corp CONTRACTOR: Murray Construction c/o Wilbow Corporation WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Line A, 8" Sanitary Sewer: 1. @ Station 0+80 mid lift 2 15.2 110.2 98.1 2. @ Station 0+80 FG 2 15.1 110.8 98.7 3. @ Station 2+60 mid lift 2 16.1 110.3 98.2 4. @ Station 2+60 FG 2 15.5 109.8 97.8 Line B, 8" Sanitary Sewer: 5. @ Station 5+60 mid lift 1 17.2 99.6 96.2 6. @ Station 5+60 FG 1 16.8 98.9 95.6 7. @ Station 3+50 mid lift 1 17.5 101.3 97.9 8. @ Station 3+50 FG 1 18.1 102.6 99.1 9. @ Station 1+50 mid lift 2 14.9 110.8 98.7 10. @ Station 1+50 FG 2 15.0 109.6 97.6 Line C, 8" Sanitary Sewer: 11. @ Station 1+65 mid lift 1 18.5 99.8 96.4 12. @ Station 1+65 FG 1 19.1 100.1 96.7 Sanitary Sewer Service: 13. @ Block 1, Lot 6 FG 1 18.2 100.8 97.4 14. @ Block 1, Lot 16 FG 2 14.9 107.8 96.0 15. @ Block 2, Lot 5 FG 2 15.2 111.3 99.1 16. @ Block 2, Lot 8 FG 1 18.7 100.6 97.2 17. @ Block 2, Lot 9 FG 3 11.0 117.3 98.3 8" Water Line, Hearthstone Ln: 18. @ Station 1+50 FG 2 15.3 109.6 97.6 19. @ Station 4+50 FG 2 16.1 108.5 96.6 (continued on next page) PAGE 2 JOB #: 95-1479 DATE: 10-23-95 WATER DRY PER- TEST PROCTOR CONT. DEN CENT NO. LOCATION AND LIFT NUMBER (%) (PCF) COMP Water Service: 20. @ Block 1, Lot 12 FG 2 15.2 108.3 96.4 21. @ Block 9, Lot 9 FG 2 15.4 110.3 98.2 REMARKS: Ail tests passed. Minimum Compaction Required: 95% FG = Final Grade PROCTORS: 1. Brn & Tn Sandy Clay 103.5 PCF @ 16.0% MOISTURE 2. Brn Silty Clayey Sand 112.3 PCF @ 14.2% MOISTURE 3. Reddish Brn Sandy Clay 119.3 PCF @ 10.2% MOISTURE Chris Quentin Technician