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Riverchase(3)-LR 930901Rone Engineers RO neengineers i Geotechnical Consultants Materials Testing ~II Concrete Cylinder Test Repo~ Pro~ect Purchase Order FATRWAYS OF RIVERCHASE D3-456A-01-23723 SEPT. 1¢ 1993 ~TVERCHASE ESTATES LTD. ~ANHOLE~ STA: 1+59; LINE E A[Jg. UgT 3. 1993 Truck T~cket Suppler PI~ 13 0 4 $ 4 5 9 REDI-MIX Mb( Number lMb( De~,Onpdon : CLOUDY i 95 87 me Sampled Water Added 1:'35 PM 0.0 GALS hysical Data ACTUAL SPECIFICATIONS SLUMP (in.) 2 Concrete Cytinder/est(s) SPECIFICATIONS Specimen Age No. (Days) Test Date 12 7 08/10/93 13 28 08/31/93 14 28 08/31/93 ACTUAL Tot Load Dampre~sive S'~en91~ 120000 4240 153000 5410 148000 5230 S~ength Required 3000 Cudng IASTM C .3.9 I,~ea ~e.~Z sq. in. JASON BRIMINGHAM Rema~s a~d/or D~nbalfon NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers Rone Engineers Geotechnical Consultants Materials Testing RoneEn ~nsers concrete Cylinder Test Repot[ FAIRWAYS OF RIVERCHASE D3-456A-01-23735 AUGUST 4, 1993 SEPT. 1, 1993 ro RIVERCHASE ESTATES LTD. MANHOLE, STA: 3+69~ LINE H REDI-MIX 125 v~b( NumOer Mb( Description 8O6 CLOUDY 92 ff~ Concrete Temperature 86 ~me Sampled Water Added 3:'40 PM 0.0 GALS Physical Data ACTUAL SPEQIFICAT1QNS SLUMP (in.) 3 Concrete Cylinder Test(s) SPECIFICATIONS ACTUAL No. (Days) Test D~te Obs.) 15 7 08/11/93 16 28 09/01/93 17 28 09/01/93 132000 4670 143000 5060 140000 4950 (ps,} 3000 :{emarks and/or D~stnbut~on NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) · Rone Engineers Rone £ng'ineers Geotechnical Consultan[s Materials Testing RoneEn neers, Concrete Cylinder Test Report Pr~ect FAIRWAYS OF RIVERCHASE Number ~ D3-456A-01-24154 To RIVERCHASE ESTATES LTD. Lcc-a~on SOUTH INLET LINE A-i, STA: 0+66 AUGUST 25: 1993 SEPT. 1. 1993 T~ck ~cket PlUm 46673 Supper REDI-MIX 125 Mb~ Number IM~ DescdptJon SUNNY tkmbierrt Temperature cF) Cot's--fete Temperature (:F) 83 ]]me Sampled Water Added 3:-00 PM 0.0 GALS Physical Data ACTUAL I SPECIFICATIONS SLUMP (in.) 1 1/2 Concrete Cyiinder Test(s) SPECIFICATIONS ACTUAL AgeI Tot L°ad I C°mpre~ive St~ng~ (Days) Test Date (lbs.) 24 7 09/0Z/93 98000 3470 25 28 09/22/93 26 28 09/22/93 S~rengih Required 30OO Engine~r/Technicla~ Cudng { TED NICHOLAS (RONE) Re~ks ~nd/or D~tnbu~on NATHAN D. ~IER/MIKE G~ETT (1) , CITY OF COPPELL/~Y DAVIS (1) Rone EnCneers Ror] 'Fieel' s Geotechnical Consultants Materials Testing Concrete Cylinder Test Report Proiect purchase Order FAIRWAYS OF RIVERCHASE AUGUST 24, 1993 SEPT. ir 1993 D3-456A-01-24212 To RIVERCHASE ESTATES LTD. INLET BOTTOMS ~pCer Mix Number Mix De~41 pdon Weather Conditions Water Added hysical Data Concrete Cylinder Test(s) Temperature (°F) jOoocrete Temperature ACTUAL SPECIFICATIONS Specmen I Age _ NO. 33 7 08/31/93 34 28 09/21/93 35 28 09/21/93 ACTUAL Tot Load Compre~s~,e Slrengt~ Obs.) (ps,') 87000 3080 SPECIFICATIONS Strength Required (p$~ 3000 Test Method Standard 6" x 1~' CONTRACTOR ~arks a~d/or D{:s~'but~on NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LA-RRY DAVIS (1) * All information is as supplied by cylinder fabricator. Rone Engineers Geotechnical Consultants Materials Testing Rc neers Field Moisture/Density Test Report Purchase Order P roiect FAIRWAYS OF RIVERCHASE Number Sampte Date Report Date D3456A-01-24186 AUGUST 26, 1993 SEPT. 1, 1993 To RIVERCHASE ESTATES LTD. Location Received From ~Test 159 SEWER LATERAL LINE F LOT 62 BLOCK A Moisture Content (%) Field I Optimum TED NICHOLAS (RONE) Density (pcf) Percent Proctor Fietd Density 16.0 12.8 120.2 118.0 98.0 160 LIFT/DEPTH 1.' BELOW MATERIAL TANNISH BROWN SAND* SEWER LATERAL LINE F 14.0 LOT 62 BLOCK A 12.8 120.2 115.3 96.0 161 162 LIFT/DEPTH 3.' BELOW MATERIAL TANNISH BROWN SAND* SEWER LATERAL LINE F 14.0 12.8 120.2 115.3 96.0 LOT 67 BLOCK A LIFT/DEPTH 1.' BELOW MATERIAL TANNISH BROWN SAND* SEWER LATERAL LINE F 17.0 12.8 120.2 114.0 95.0 LOT 67 BLOCK A LIFT/DEPTH 2.' BELOW MATERIAL TANNISH BROWN SAND* Test Method Material ASTM D 698 D 2922 D 3017 Re~rks and/or DBtribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) *CLAY W/GRAVEL **DARK BROWN SAND CLAY W/GRAVEL Rone Engineers Rone Engineers nee r s Geotechnical Consultants Materials Testing Field Moisture/Density Test Report P roiect Purchase Order FAIRWAYS OF RIVERCHASE Sample Date Report Date AUGUST 26, 1993 SEPT. 1, 1993 Numar D3456A-01-24186 To RIVERCHASE ESTATES LTD. Technician TED NICHOLAS Moisture Content (%) Density Location F,e,d I OpUmum Density SEWER LATERAL LINE C 19.0 17.0 111.4 109.3 98.0 LOT 10 BLOCK B Test 163 (RONE) Percent Proctor I Field LIFT/DEPTH 1. ' BELOW MATERIAL GRAY & BROWN TO** 164 SEWER LATERAL LINE C LOT 10 BLOCK B 21.0 17.0 111.4 107.8 97.0 LIFT/DEPTH 3.' BELOW MATERIAL GRAY & BROWN TO** 165 SEWER LATERAL LINE D LOT 21 BLOCK A 21.0 17.0 111.4 105.8 95.0 LIFT/DEPTH 1.' BELOW MATERIAL GRAY & BROWN TO** 166 SEWER LATERAL LINE D LOT 21 BLOCK A 18.0 17.0 111.4 106.0 95.0 LIFT/DEPTH 2.' BELOW MATERIAL GRAY & BROWN TO** Test Method Material ASTM D 698 D 2922 D 3017 Remarks and/or Distribution NATHAN D. MAZER/MIKE GARRETT (1), CZTY OF COPPELL/LARRY DAVIS (1) *CLAY W/GRAVEL **DARK BROWN SAND CLAY W/GRAVEL Rone Engineers Rone Engineers ineer s Geotechnical Consultants Materials Testing Field Moisture/Density Test Report P roiect Purchase Order FAIRWAYS OF RIVERCHASE Number I Sample Date Report Date D3456A-01-24186 ~ AUGUST 26, 1993 SEPT. 1, 1993 To RIVERCHASE ESTATES LTD. Received From -Test Moisture Content (%) No. Field I Optlmum 167 SEWER LATERAL LINE E LOT 78 BLOCK A Technician TED NICHOLAS (RONE) Location Density (pcf) Percent Proc for Field Density 18.0 17.0 111.4 108.0 97.0 LIFT/DEPTH 1' BELOW MATERIAL GRAY & BROWN TO** 168 SEWER LATERAL LINE E 16.0 LOT 78 BLOCK A 12.8 120.2 116.8 97.0 LIFT/DEPTH 2.' BELOW MATERIAL TANNISH BROWN SAND* 169 SEWER L~TERAL LINE H 14.0 12.8 LOT 15 BLOCK A LIFT/DEPTH 1.' BELOW MATERIAL TANNISH BROWN SAND* 120.2 117.5 98.0 170 SEWER LATERAL LINE H 14.0 LOT 15 BLOCK A 12.8 120.2 118.0 98.0 LIFT/DEPTH 3.' BELOW MATERIAL TANNISH BROWN SAND* Test Me.od Materiai ASTM D 698 D 2922 D 3017 Re~rks and/or ~stribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) *CLAY W/GRAVEL **DARK BROWN SAND CLAY W/GRAVEL Rone Engineers Rone Engineers RoneEn 'neer s Geotechnical Consultants Materials Testing Field Moisture/Density Test Report ~ roiect Purchase Order FAIRWAYS OF RIVERCHASE qumber I Sample Date Repor~ Date D3456A-01-24186 j AUGUST 26, 1993 SEPT. 1, 1993 RIVERCHASE ESTATES LTD. ~ eceived From Technician TED NICHOLAS (RONE) T~T-']- Moisture Content (%) Density (pcf) Percent ,o Location Field Optimum Proctor Field Density 171 8" SEWER LINE A 20.0 17.0 111.4 106.8 96.0 STA: 0+50 LIFT/DEPTH 4.' BELOW MATERIAL GRAY & BROWN TO** 172 8" SEWER LINE A 21.0 17.0 111.4 105.8 95.0 STA: 2+00 LIFT/DEPTH 6.' BELOW MATERIAL GRAY & BROWN TO** 173 8" SEWER LINE A 14.0 12.8 120.2 118.8 99.0 STA: 2+75 LIFT/DEPTH 2.5' BELOW " MATERIAL TANNISH BROWN SAND* 174 SEWER LATERAL LINE A 20.0 17.0 111.4 107.8 97.0 LOT 3 BLOCK A LIFT/DEPTH 1. ' BELOW MATERIAL GRAY AND BROWN TO** Test Method Material ASTM D 698 D 2922 D 3017 Remarks and/or Distribution NATHJ%N D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) *CLAY W/GRAVEL **DARK BROWN SAND CLAY W/GRAVEL Rone Engineers Rone Engineers R o n e E n ¢ ' n e e r s Geotechnical Consultants Materials Testing Field Moisture/Density Test Report >roiect Purchase Order FAIRWAYS OF RIVERCHASE ~;um~r ISample Date Report Date D3456A-01-24186 ~ AUGUST 26, 1993 SEPT. 1, 1993 Fo RIVERC}{ASE ESTATES LTD. ~ece~ed From Technician TED NICHOLAS (RONE) No. Moisture Cintent (%) Densityj(pct) Percent ~- Location F,~,d Optimum Proctor Field Density 175 SEWER LATERAL LINE A 20.0 17.0 111.4 105.8 95.0 LOT 3 BLOCK A LIFT/DEPTH 1.' BELOW MATERIAL GRAY & BROWN TO** 176 8" SEWER LINE B 22.0 17.0 111.4 105.8 95.0 STA: 5+25 LIFT/DEPTH 5.' BELOW MATERIAL GRAY & BROWN TO** 177 8" SEWER LINE B 16.0 12.8 120.2 117.8 98.0 STA: 4+00 LIFT/DEPTH 7.' BELOW MATERIAL TANNISH BROWN SAND* Test Me(hod M atedal ASTM D 698 D 2922 D 3017 Re~rks and/or OBtribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) *CLAY W/GRAVEL **DARK BROWN SAND CLAY W/GRAVEL Rone Engineers Rone Engineers Geotechnical Consultants Materials Testing Rone ineers Field Moisture/Density Test Report Proiect FAIRWAYS OF RIVERCHASE Purchase Order '4umber Sample Date Report Date D3456A-01-24213 AUGUST 27, 1993 SEPT. 1, 1993 RIVERCHASE ESTATES LTD. F rom T eohnician TED NICHOLAS (RONE) Density (pcf) Location . roctor I Field 21.0 17.0 111.4 107.0 96.0 Received TN~t Moisture Content (%) Fie~d j Optimum 178 WATER SERVICE LOT 60 BLOCK A Density LIFT/DEPTH 1.' BELOW MATERIAL GRAY & BROWN TO** 179 WATER SERVICE 21.0 17.0 111.4 107.0 96.0 LOT 51 BLOCK A LIFT/DEPTH 1.5' BELOW MATERIAL GRAY & BROWN TO** 180 WATER SERVICE 18.0 17.0 111.4 110.3 LOT 45 BLOCK A LIFT/DEPTH 1.' BELOW MATERIAL GRAY & BROWN TO** 99'.0 181 WATER SERVICE 21.0 17.0 111.4 105.8 95.0 LOT 40 BLOCK A LIFT/DEPTH 1.0' BELOW MATERIAL GRAY & BROWN TO** TestMethod Material ASTM D 698 D 2922 D 3017 qemarks and/er D~tdbution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) *CLAY W/GRAVEL **DARK BROWN CLAY W/GRAVEL · Rone Engineers Rone Engineers RoneE n( ineers Geotechnical Consultants Materials Testing Field Moisture/Density Test Report Proiect Purchase Order FAIRWAYS OF RIVERCHASE Number Sample Date Report Date D3456A-01-24213 AUGUST 27, 1993 SEPT. 1, 1993 lo RIVERCHASE ESTATES LTD. Received From Technician TED NICHOLAS (RONE) No. Moisture Content (%) Density (pcf) Percent ~-- Location ~,e,d Optimum Proctor Field Density 182 WATER SERVICE 16.0 12.8 120.2 116.8 97.0 LOT 34 BLOCK A LIFT/DEPTH 1.5' BELOW MATERIAL TANNISH BROWN SAND* 183 WATER SERVICE 16.0 12.8 120.2 115.5 96.0 LOT 28 BLOCK A LIFT/DEPTH 1.0' BELOW MATERIAL TANNISH BROWN SAND* 184 WATER SERVICE 18.0 17.0 111.4 109.3 98.0 LOT 17 BLOCK A LIFT/DEPTH 1. ' BELOW MATERIAL GRAY & BROWN TO** 185 WATER SERVICE 20.0 17.0 111.4 106.0 95.0 LOT 2 BLOCK A LIFT/DEPTH 1.' BELOW MATERIAL GRAY & BROWN TO** Fest Method Material ASTM D 698 D 2922 D 3017 :~emarks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) *CLAY W/GRAVEL **DARK BROWN CLAY W/GRAVEL Rone Engineers RoneEngineers RoneEn ineers Geotechnical Consultants Materials Testing Field Moisture/Density Test Report Proiect Purchase Order FAIRWAYS OF RIVERCHASE ISamp~e Date Report Date D3456A-01-24213 ~ AUGUST 27, 1993 SEPT. 1, 1993 Number ¥o RIVERCHASE ESTATES LTD. Technician TED NICHOLAS Location Received From Test No. 186 Moisture Content (%) Field I Optimum (RONE) Density (pcf) Percent Proctor I Field Density WATER SERVICE LOT 82 BLOCK B 15.0 12.8 120.2 117.8 98.0 LIFT/DEPTH 1.5' BELOW MATERIAL TANNISH BROWN SAND* Test Me.od Material ASTM D 698 D 2922 D 3017 ~emarks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1), CITY OF COPPELL/LARRY DAVIS (1) *CL~Y W/GRAVEL **DARK BROWN CLAY W/GRAVEL Rone Engineers