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Riverchase(3)-LR 930928Rone Engineers Geotechnical Consultants Materials Testing RoneE Jneers Field Moisture/Density Test Report ~roiect FAIRWAYS OF RIVERCHASE ~urn~r D3456A-01-24492 Fo RIVERCHASE ESTATES LTD. Sample Date SEPT. 23~ 1993 Purchase .Order Report Oate SEPT. 28/ 1993 :leceived From Test No. Moisture Conten[ (%) Location ;ie,d j OpUmum T echnidan TED NICHOLAS (RONE) Density (pcf) Percent Proctor ~TeJd Density 187 188 189 190 KINGMILL COLTRT 19.0 18.7 103.3 102.0 99.0 STA: 3+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED KINGMILL COURT 18.0 18.7 103.3 105.5 102.0 STA: 6+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED KINGMILL COURT 21.0 18.7 103.3 99.3 96.0 STA: 9+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED BERKSHIRE LANE 21.0 18.7 103.3 99.3 96.0 STA: 12+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Me.od Matedal ASTM D 698 D 2922 D 3017 Re~rks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers RoneEngineers ROm ineers Geotechnical Consultants Materials Testing Field Moisture/Density Test Report P roiect Purchase Order FAIRWAYS OF RIVERCHASE Number Sample Date Report Date D3456A-01-24492 SEPT. 23, 1993 SEPT. 28, 1993 lo RIVERCHASE ESTATES LTD. Received From Technician TED NICHOLAS (RONE) NO. Moisture Content (%) Density (pcf) Percent Test Location Ffetd Optimum Proctor Field Density 191 BERKSHIRE LANE 20.0 18.7 103.3 101.3 98.0 STA: 15+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 192 BERKSHIRE LA. NE 19.0 18.7 103.3 106.3 103.0 STA: 18+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 193 CUTTINGI-LAM COURT 22.0 18.7 103.3 101.3 98.0 STA: 21+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 194 CUTTINGHAM COURT 24.0 18.7 103.3 98.0 95.0 STA: 24+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Me~od Mate~l ASTM D 698 D 2922 D 3017 Re~s and/or ~tdbeUon NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers Geotechnfca[ Consultants Materials Testing RoneEnc ineers Field Moisture/Density Test Report ~roiect FAIRWAYS OF RIVERCHASE ~umber D3456A-0~-~4492 RIVERCHASE ESTATES LTD. Purchase Order Sam~ole Date Report Date SEPT. 23, 1993 SEPT. 28, 1993 ~eceived From Technician TED NICHOLAS ~ONE) TeStNo. I J Location I Moisture Content (%) Density (pcf) Percent Field Optimum Proctor I Field Density 195 196 197 198 COVENTRY COURT 24.0 18.7 103.3 98.0 95.0 STA: 0+50 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED COVENTRY COURT 19.0 18.7 103.3 102.0 99.0 STA: 3+50 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED PINEHURST DRIVE 23.0 18.7 103.3 99.3 96.0 STA: 11+00 LIFT/DEPTH SUBGRAGE MATERIAL BR SA CL LIME/TRTED PINEHURST DRIVE 23.0 18.7 103.3 98.0 95.0 STA: 4+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Method Material ASTM D 698 D 2922 D 3017 ~emarks and/or D~tribu~on NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers Rone Engineers . Geotechnical Consultants RoneE ineers Materials Testing Field Moi ture/Donsity To t Report Proiect Purchase Order FAIRWAYS OF RIVERCHASE Number Sample Cate Report Date D3456A-0~-24492 SEPT. 23 1993 SEPT. 28 1993 RIVERCHASE ESTATES LTD. Technician TED NICHOLAS (RONE) Test No. Moisture Content ( % ) Density j(pct) Percent Location ¢~e~d Optimum Proctor Fietd Densi[y 199 PINEHURST DRIVE 18.0 18.7 103.3 105.5 102.0 STA: 7+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 200 DOWNING DRIVE 19.0 18.7 103.3 101.3 98.0 STA: 1+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 201 DOWING DRIVE 22.0 18.7 103.3 100.0 97.0 STA: 4+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 202 BILTMORE COURT 22.0 18.7 103.3 100.0 97.0 STA: 1+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Method Material ASTM D 698 D 2922 D 3017 Rereads and/or Oistd~tion NATHAN D. MAIER/MIKE GARRETT (1), CITY OF C0PPELL/LARRY DAVIS (1) Rone Engineers RoneEn( ineers Geotechnical Consultants Materials Testing Field Moisture/Density Test Report Project Purchase Order · Number Report Date D~45~A-01-24492 1993 SEPT. 28, 1993 To RIVERCHASE ESTATES I~TD. Received From Technician Sample Date SEPT, 23 · TED NICHOLAS (RONE) Density (pcf) Percent Proc[or Field Density No. Moisture Content (%) ~e,t Location ~,e,d I Optim~ 203 BILTMORE COURT 22.0 18.7 STA: 4+00 103.3 101.3 98.0 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Me~od Material ASTM D 698 D 2922 D 3017 Remarks and/or D~tdbuU~ NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers R 0 n e-E ri cji r~ e e r S- Geotechnical Consultants Materials Testing Field Moisture/Density Test Report >roiect Purchase Order FAIRWAYS OF RIVERCHASE D3456A-01-24507 1993 SEPT. 28, 1993 ro RIVERCHASE ESTATES LTD. Sample Date SEPT. 24, Received From T echnic~3 n TED NICHOLAS (RONE) Test Molsture Content~ (%) Density i(pcf) Percent Location F~e*d opt~m~ Proctor ~e~d Density No. 204 ALLEY A-1 22.0 18.7 103.3 101.3 98.0 STA: 1+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 205 ALLEY A-1 18.0 18.7 103.3 105.5 102.0 STA: 5+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 206 ALLEY A-1 23.0 18.7 103.3 99.3 96.0 STA: 10+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 207 ALLEY A-1 23.0 18.7 103.3 99.3 96.0 STA: 15+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Me,od Materiel ASTM D 698 D 2922 D 3017 Remarks and/or D~td~ NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers Geotechnical Consultants Materials Testing Field Moisture/Density Test Report ~roiect FAIRWAYS OF R~VERCHASE ~ber Sample Date Report Date D3456A-01-24507 SEPT. 24, 1993 SEPT. 28, 1993 RIVERCHASE ESTATES LTD. Purchase Order Received From Technician TED NICHOLAS RONE) Test I Moisture Content (%) Density (pcf} Percen[ No., Location Field Optimum Proctor Field Density 208 ALLEY A-2 24.0 18.7 103.3 98.0 95.0 STA: 2+50 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 209 ALLEY A-3 20.0 18.7 103.3 101.3 98. STA: 2+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 210 ALLEY A-3 19.0 18.7 103.3 101.3 98. STA: 7+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED 211 ALLEY A-3 19.0 18.7 103.3 102.0 99.~ STA: 12+00 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Me.od Mater~l ASTM D 698 D 2922 D 3017 ~arks and/or ~td~on NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LA~RRY DAVIS (1) Rome Engineers Geotechnical Consultants Materials Testing Rc ineers Field Moisture/Density Test Report P roiect P~rchase Order F~TRWAYS OF RIVERCHASE Number DB456A-01-24507 To RIVERCHASE ESTATES LTD. Receded From Test No, Report Date Sample Date SEPT. 28 · SEPT. 24. 1993 1993 Field I Optimum Proctor Field T% nNiC O S M ols[ure Con[emt ( % ) Density (pcf) Percent Location Density 212 ALLEY B STA: 2+50 22.0 18.7 103.3 101.3 98.0 LIFT/DEPTH SUBGRADE MATERIAL BR SA CL LIME/TRTED Test Method Mater~l ASTM D 698 D 2922 D 3017 Re~rks and/or D~tdbu~on NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) /4~ Roan Engineers