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Coppell Heights 9-LR080807~EasciEr~cE ~~~~ra~E~~~~ ~ar~a rESr~N~, ~r~. ~.. _ .._ . ~~°,~~~ `YCa'~t.l~~.`f"'i~'4;(~~1`N`~ ~I?,..`IC a 13'C..1IC:;~1~ ~s~' c/~'F.~1'ItE~.h `~~:ft 7 QAtLY FIELC3 REPORT CLIENT: MJR Environmental Inc. 7453 Pinkertan Ct, Plano, TX 75025 DATE OF REPORT: 08107~~`C~8 PROJECT Coppelt Heights 420 S. i3elt Line Coppell, Texas REPORT NO. 0~•DM3633-3 THER CONDITCONS: Sunny/hot TEMPERATURE RANGE: 82° TO: 47' THE GETf TECHNICIAN WAS DCSPATCHEQ TO THE ABOVE REFERENCED PROJECT SITE TO PERFORM FIELD TESTING t~5 THE TECHNICIAN PERFORMEQ A TC?TAL OF FOURTY FIVE (45} FIELD DENSITY TESTS ON BACK FILL MATERIAL Ft~R UTlLITS' LINES. TORY TEST RESULTS FOR ALL RELATED CTEM5 REFERENCED At3OVE WILL FOLLOW ON A SEPARATE REPORT, vc i i ~ ern: vuscava Remarks. GE71 2712 Satsuma Qr. Suite Qattas, Texas 75229 PH# 972.48$•3504 Reviewed hy: -~~~ Syed S. sar, E. Project Engineer VEV+-7~i~1~iLE EN(=l~jE~(1~(1~V pl~~ ~E.71 ~~'~.7? ~1'M~. `L £..~}r~s"~.~„`:&~ ~~...l!'.r1 v"~.~~.f.[ ~..~~/'~'~~i L~.,zL.J ,f~ ~FJ~~;,~,~".[.{i._.`,~.,~~-'t-~J~.~`.~..,*d..~ +~t1EN1': M.1R Environmental inc. 7953 I~inkertcln Ct. larltl, Tx 75025 PR{).IECT Coppell Heights 920 5. Belt tine Coppell, Texas FIEtD DENSITY REpC7RT Zo 2 `~ Pt}Ft108lC37"r't78 REPORT NQy 08-DM3633.3a Prrsctor Description Maximum Dry E7ptimun M~aisture Density (pcf) (~} 1 Dark Brown Clay 1g2.6 ~ 8~' TEST RESt1LT5 7esk # Proctor # Lift tOtA710N WATER LINE Unit Dry Weight Moisture Content 9b Maxirrium ary pensity(%) 1 1 1st. East to West Sta: 1+Z5 140.1 20.1 ~$ 2 1 2nd. East to West Sta: 1+25 98.$ 21.8 96 3 1 3rd. East to West Sta: 1+25 141.5 19.3 99 4 1 4th. East to West Sta: 1+25 140.9 19,8 9$ 5 1 FG East to West Sta: 1+25 1112.1 18,6 140 6 1 1st. East to West Sta: 2+28 98.5 21.5 96 7 1 2nd. East to West Sta: 2+28 97.9 22.3 95 8 1 3rd. East to West Sta: 2+~28 98.1 21.5 96 9 1 4th.' East to West Sta: 2+28 14{}.3 20.1 98 10 1 FG East to West Sta: 2+28 99.7 24.8 97 11 1 1st. East to West Sta: 3+59 140.17 211.2 97 12 1 2nd. East to WestSta: 3+59 101.8 18.9 99 GET! Tech: Gu5tdY0 Remarks: GEfl-SGIENCE ENGINEERI{VG AND TE~Tlt~ta, fNC. `~`C?`~<2Z.<1'.,rf~~`~-~N~Cr'~'i.'I() =13'L..1lL:~~~~? ~13~.~:~ZtL-~"1~.` ~'( )j~/ 1_) GLIENfi. M.1R Environmental Inc. 7953 Pinkerton Ct. Plano, TX 75{25 PRClJECT Cappett Heights 920 S. Beat Line Coppell, Texas FIELD DENSITY REPORT DATE OF REPC1R308i0r /~& REPORT NO. t?8-CiM3633-aka Proctor Description Maximum Dry Density tpcr} Optimun Moisture (~) 1 t7ark Brown Ctay 1(}2.6 18, Z TEST RESULTS Test #! Proctor A` Lift Lt?CATlON WATER L{NE ttrrlt Dry Weight Moisture Gantent % Maxir+tum Dry Density(;6} 13 1 3rd. East to West Sia: 3+59 94,5 20,4 97 14 1 4th. East to West Sta: 3+59 98.3 21.5 9b 15 1 FG East to West Sta: 3*59 100.7 19.3 48 tb i 1st. East to West Sta: 4+91 102.0 1$.8 99 17 1 Znd. East to West Sta: 4+91 101.9 19.7 99 18 1 3rd. East to West Sta: 4+91 102.0 18.9 49 14 1 4th. East to West Sta: 4+91 99,7 20.9 47 20 1 FG East to West Sta: 4+91 98,0 21,0 96 2i 1 1st, East to West Sta: 6+39 100.5 19.0 98 22 1 2nd. East to West Sta: 6+39 100,9 19.2 98 23 1 3rd. East to West Sta: b+39 _ 101.$ 18.5 99 24 1 4th. East to West Sta: 6+39 102,0 18,7 g9 Reviewed by: Syed . Afs , P.E. Project Engineer +GEC}SCIENCE ENGtNE~RINC3 AND TESTI~JG, It~C. ~YC)`L..J~,:~'~~<j~`.T~1V~1,~~,`1() t1'3't..,~'~L.:~Z~.,,~7 ~%3~:~;r~~`I?`~;~~,`~'`~'"~>~h~L:~t') CLIENT; MJR Environrnentat Intr... 7953 Pinkerton Ct. Rana, TX 75{}25 PRC}JECT Cappett Heights 920 S. Sett L1ne Cappett, Texas FIELp pENSl1`Y REPORT PATE OF REPOR1481{)71C38 REPORT NQ. tlB~C~M3~33-3c Proctor pe5Cription Maximum Dry ©ptimun Moisture tensity Ipcfl ('~) 1 Clark Brawn Ctay i {}2.6 18.2 TEST RESULTS Test # Proctor +l L€ft t,tKATtpN ___ 4yATER LINE unit Dry W~ig~ht Moisture Content ~ Maxinsum i3ry Den~ity(~,) 25 1 FG East to West Sta: b+39 1 X2.0 1$. b 99 26 1 1st. South to North Sta: O+Op 99.7 20.9 97 27 1 2nd, South to North Sta: Q+00 100.2 ... 15.1 95 28 1 3rd. South to North Sta: 0+00 100,9 18.5 98 29 1 4th. South to North Sta: 0+(~ it32.1 18,9 100 30 1 FG South to North Sta: 0+(~ 10i.8 19.2 99 31 i 1st. South to North Sta; 1+25 98.1 21.9 96 32 1 2nd. South to North Sta: 1+25 97.3 22.7 95 33 1 3rd. South to North Sta; 1+25 R9,1 21.2 ... 97 34 1 4th. South to North Ska: 1+25 1(D1.9 19.3 99 35 1 fG South to North Star. 1+25 102.2 18..9 1QC] 36 i 1st. South to North 5ta; 2+71 102.2 18.5 100 GETI Tech: Gustavo Remarks: Reviewed by: ~J~,~ Syed ~. Afsar, ~. Project Engir yr CaEI~S~iEN~E ENGINEERING ANGI TE~TIN~G, IN+G,~ d ~Y`~.:~"`~?7r',~t'~~'~~~i`.~~~'~~`I:`~.`~~~ ~13`Z.,1I~c%~~ ;~l~;~l~~.~::;'t~,`~t~'C~it~I,~l.~ CLIENT: Nt.1R iWnvironmental Inc. 7953 Pinkerton Ct. Plano, TX 75(}2.5 PROJECT Crsppell Heights 9217 S. Belt Lute Coppell, Texas FIELD DENSITY REPtJRT DATE OF REPC~RI()8~071`I38 REP©RT NC7. (~8•CtM353~°..-3d Proctor Description Maximum Dry Qptimun Moisture Density (~~) (°~~ i Dark Brown Clay 1p2,6 18.2 TEST RESULTS Test # Procter # Litt LQCATlON WATER LdN{r unit Dry Weight M©istur+e Content % Maximum pr°y Density(°%~ 37 1 2nd. South to North Sta; 2+71 101.3 19.1 99 38 1 3rd. South to North Sta: 2+71 102.0 18,7 99 39 i 4th. South to North Sta: Z+71 101.9 19.7 99 40 1 FG South to North Sta: Z+71 98.3 21.9 96 Al 1 1st. South to North Sta: 4+bb 102.0 19.0 99 42 1 2nd. South to North Ste: 4+~{, 97.9 21,9 95 43 1 3rd. south to North 5ta: 4+bb 97.5 21.7. 95 44 1 4th. South to North Sta: 4+65 901.1 18,8 99 45 f FG South to North Ste: 4+66 102.3 18.6 100 G~°1`I Tech: Gustave Remarks: Reviewed by: ""`-1 '~ Syed 5. A ar, P.E.W~Y Project gfnecr