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Coppell Heights 9-LR080819CaEfJSCiEN~E Ef~iGiNEERiNG AND TESTING, tNG, Y(:)`C,11~,~.~?%afl{~.ZL•:~,~~Tt) ~!3"L~IL~L)s~9 ~t3~C`7~I;Z~:~;i~'-`~€~'C)<1t'~.~I:~ pAILY FIELD REPORT CLIENT: MJR Environn3entat Inc. 7953 Pinkerton Ct. Plano, TX 75a25 PROJECT Coppell Heights 920 5. Belt Line Coppell, Texas PATE OF REPORT: fl81191~~ REPORT NO. 08-0,1A3633-~ WEATHER CONDITIONS: Cloudy/fait TEMPERATURE RANGE: 83° TC~: B7° THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO PI~RFdRM FIELD TESTING AS REQUESTED. THE TECHNICIAN PERFORMED A TOTAL OF THIRTY FIVE {35} FIELD DENSITY TE5TS ON BACK FILL MATERIAL FOR SEWER LINE. LABORAT©RY TEST RESULTS 1=4R ALL RELATED ITEM$ REFERENCED ABOVE WILL FOLLOW ON A SEPARATE REPORT. ve ~ i i ecn: Gustavo Remarks: GETI 2712 Satsuma Dr. $UfiE 400 Dallas, Texas 75229 PH# 972-488-3500 r Reviewed by: Syed S. A ar; P, ,,. .__._ Project Engineer C3Et?SCIENCE ENGINEERING AND TESTING, tNC. _. w_.__. ~,~.~,;~~~.4~'.f~!'.~'+l~L.':~,`T(:~ f}3'L.,IIL ~7 ,.%~ ~136~:~:`7rl~f..•;41~'_ `~1'"(?`~`L`.t7 CLIENT: MJR Environmental Inc. 7'953 Pinkerton Ct. Plano, TX 751325 PROJECT' Cr~ppeli hleiShts 420 S. Be[t Line Cc~ppell, Texas FIELD DEN51T"Y REPORT DAVE t?F REPORT f38-19fi~$ REPORT NO. 08-DM3633-ba Proctor Description Maximum Dry Optimuri Moisture Density Ipcf) {'~) i Dark Brown Ctay 1 132. ~ ~ ~. ~ TEST REStJL.TS Test # Proctor ~ lift LOCATION SEWER ItNE Unit Qry Weight Moisture Content % Maximum dry C3ensity(~} 1 1 1st. Sta: fl+00 at manhole 100.1 19.0 98 2 1 grad. Sta: 0+00 at manhole 101.9 18.7 94 3 1 3rd, Sta; 0+00 at manhole 99.1 20.1 97 4 1 4th. Sta; 0+00 at manhole 102.4 t8.6 10fl 5 1 5th. Sta: 0+00 at manhole ...100.7 19.2 98 6 1 8th. Sta; 0+00 at manhole 98.3 20»9 46 ', 7 1 7th, Sta: 0+~ at manhole 99.0 14.$ 96 8 1 8th. Sta: 0+00 at manhole 100.8 19» 5 48 9 1 9th.'' Sta: 0+00 at manhole 99.ff 20.fl 96 10 1 10th. Sta: 0+00`at manhole 102.1 18.6 10i) 11 1 11th» Sta: O+Op at manhole 102.6 18.5 1U0 1~ 1 FG Sta; 0+00 at manhole 1(10.5 14.3 98 Reviewed by: GEflCIENCE ENGINEEFtIh1G AND TESTING, thl~. ~YC?`Z.,~~:K.~~'.;~~`Z_'.L~~.`7`C~ ~~3`Z.11.~:it:~ ~~ ~i3rL::'T~tL~~.,`t~~C),j~~;I:~ ~`IELD Dt*N51T'Y REPORT CLIENT: MJR Environmental ine. 7453 Pinkerton Ct. Ptant~, TX 75025 .. PROJECT Coppett Heights 920 5. Kett Line Coppett, Texas DATE OE` REPOR1Q8J191fl8 REPORT NO. 08-DM363:i•~Sb Proctor Description Maximum Dry Density (pci} bptimun Moisture {%} 7 Dark Brown Ctay 102.6 1$.2 TEST R~SULT5 Test k Proctor aM lift LnCATiON SEWER UNE Unit Dry Weight Moisture Content % Maximum Dry Density(') 13 1 1st. Sta: 1+50 at manhole 48.7 21.0 46 14 1 2nd. Sta; 1+50 at manhole 97.9 27.7 45 15 1 3rd. Sta: 1+50 at manhole 47.3 27.8 4S 16 1 4th. Sta: 1+50 at manhole 94.1 20.0 97 17 1 5th. Sta: 1+50 at manhole 100.4 19.7 48 18 1 6th. Sta; 1+50 at manhole 102.0 18.$ 49 19 i .. 7th. .. Sta: 1+50 at manhole 102.1 18.5 100 20 1 8th. Sta; 7+50 at manhole 100A 19.3 98 21 1 f'G Sta: 1+50 at manhole 48.3 20.6 46 22 1 1st. Sta: 2+92 at manhole 102»0 18.9 94 23 1 2nd. Sta: 2+92 at manhole 101.8 t9.1 49 24 7 3rd. Sta: 2+9z at manhole 101.5 19.1 99 GETI Tech:.Gustavo Remarks: G~CJ,~CIENCE Et'SiG1NEERING AND TESTING, iNC_ 2 C) Uh. ~'-~~ ~,7:NN~`L~:,~i ~(? "~3`t.1IL. 1~ _;'~ ~t3t~:(T*'~1~~:~:~-`~~~'C~~"I~,.L..tl~ FIELD DENSITY FtEPQRT CLIENT; MJR Environmental Inc. 7453 Pinkerton Ct. Plano, TX 75025 PRt]JECT Coppelt Hei~f~ts 420 5. 13ett line Copped, Texas DATE t3E REPflR108i 14/08 REPORT NQ. fl8-Dr~3b33-~5~ Proctor Descriptian Maximum Dry Qptirn~an Moisture Density (pcf) {%} 1 Dark Brown Ciay 102• 18.2 TEST RESULTS l-est # Proctor ~' Lift LCKATION SEWER LINE Unit Dry Weight Moisture Content % Maximum Dry Densityi:~} 25 i 4th. Sta: 2+42 at manhate 102.1 18..8 100 26 1 5th. Sta: 2+42 at manhole 100.9 20,1 98 27 1 6th. Sta: 2+92 at manhole 102.7 18.5 10® 2$ 1 7th. Sta: 2+42 at manhole 102,0 19.0 44 24 1 8th. 5ta: 2+42 at manhole 101.4 14,7 44 30 1 FG Sta: 2+42 at mar~hate 102.5 18.5 100 GETI tech: Gustavo Remarks: Reviewed by, ~, 5yed 5. ar, P E. Project Engineer