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Coppell Heights 9-LR090522
GEOSClENCE ENGINEERING ANQ TES7`1NG, i[rIC. ~` 'YC?`rr.~z~..`}'~~_7tfiJz~:~.i~',~1.C) I3'~11:~~,,~ i13~:~(7~'l~l~:t~'.'~'t 't ts~s'1;<1~ DAILY FIELD REPORT CLIENT, ,MJR Etlvir-r~nn~entaE Inc. 7953 Pinkerton Ct. Plans, TX 75025 DATE OF REPORT: 05/22JU9 PROJECT: Coppe~tl Heights 920 S. Be{t Line CoC31.ae1t, Texas REPORT NO, (}8-DM3ti33-11 THER CONDITIONS: Sunny TEMPERATURE: RANGE: `~'t° TC)~ 1~3f~`: ~ THt:: GEl'I TECHNICIAN WAS Dl5P~1T'CHED TQ THE ABOVE REt"ERENCFD I~R(JJEC'(' SITE TO PERI-t7R,~i FIELD TESTING r1`i RE.Qt1ESTED. 'THE TECHNICIAN PERFtJRMEU A TO"f AL OF FIVE {5} FIELD pENSIT-Y TESTS ON FINiS~iEC) GRADE F(7f~ TURPd LANE 1~P•dC? APPRC}taCH. SE£ ATTAC:HEt7 REPORT FOR RESULTS OF FIELD COMPACTIO~C TESTING. GETI7~~h: Cf~dy k~fr~arks: GETI 2712 Satsuma €Jr. S~.ite 400 Dallas, l'exas 7~22R PNW 972-AB$-3540 Reviewer! €fy: ~.." ,..Eyed 5: €tfsar, P.E.. 2 ., PrD)eCt Engifle~E'.T^-1 GEUSCENCE ENGtNEERlNG AIVD TESTING, lNC. `Y~C3r'1.~~.~1'~'~h',~.CC~1(~~..2r©~ L~I~ 1~}~' ~t3~`I1~`~G''Ca1~:~~13 FIELD DENSITY REPORT CLIENT: MJR Environmental Inc. 7953 Pinkerton Ct. Plano, ~756-~ ,,,,~^'`' PROJECT: 920 S. Belt Line Coppell, Texts'' DATE OF REPORT: 05/22!09 REPORT N0. 08-DM3633-11a Proctor Description Maximum Dry Density (pcf) Optimum Moisture (%) 1 Dark Brown Clay 102.6 18.2 TFCT RFCI II TS Test # Proctor # Lift LOCATION Unit Dry Weight Moisture Content % Maximum Dry Density(%) 1 1 FG Left Turn Ln. £t Crossover left Turn Ln. in W Bound Ln. of Belt Line 40'W of existing curb 99.5 19 97 2 1 FG 110'W of existing curb C~ beginning of Turn Ln. 102.2 18.5 100 3 1 FG 45'E of Crossover Nose 101.8 20.0 99 4 1 FG 30'S of existing pavement R side N side entrance 102.0 19.2 99 5 1 FG 30'S of existing pavement L side N side entrance 101.5 1.3 99 GETI Tech: Jc Cody Remarks: D d (~ GETI 2712 Satsuma Dr. Suite 400 Dallas, Texas 75229 PH# 972-488-3500