Coppell Heights 9-LR081008GE~~CtE(~tGE ENGIIUEEFtIMG AhtD TESTING, 1t+IC.
DAIIY FIELD REPORT
CLIENT: MJR Environmental Inc.
7953 Pinkerton Ct.
Plano, TX 75025
DATE t7F R)=PORT; 10f1?8,°t78
PROJECT Coppel! Heights
920 S. Belt line
Copped, Texas
REPORT NO. p$-I)M3ti33-8
CONDITIONS: Sunny
TEMPERATURE RANGE: 7tf° TC3; $t?°
THE GE71 TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCEQ PROJECT SITE TO PERFORM FIELD TESTING AS
REQUESTED.
TECHNICIAN PERFORMED d TOTAL OF FIVE {5) FIELD DENSITY TESTS Oh! NATURAL SUBGRADE FOR UTILITIES.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPARATE REPORT.
GET1 Tech: Cody
Remarks:
GETI
ttaz sacwma ot. suite 400
Dattas, Texas 75229
PH,~ 972.488-3500
S S ,~:--^-~---
Project Engineer
`,,GEt~SC1~NCE ~i~1~a~y)1-^+1/~-~i~EE.^~~sj{lYlltt{,+/C^~).fl.i~{,t/pi+~[~~~IrTESTING, lhi~.ri~.
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CLIENT: MJR Enviranmentat inc.
7+353 Pinkerton Ct.
Pidna, 'Ix 75Q2~
PROJECT Capped Heights
920 S. Bett Line
Coppeit, Texas
FIELD REN5ITY REFQR7
DATE t)F' REFOR310/08/0$
• REFORT N{J. 08-dM3683-8a
Proctor Description Maximum Dry t?ptimum Moisture
Density t~f) {°~}
1 Dark Brawn CEay 102.6 18.2
TEST RESULTS
Test. At Proctor 8 i.lft LaCAI'taN _
STORM ORAlN lWE A Unit
my Y;fetght Ma~sture
Cantent Yo Maximum Dry
Density(96)
1 1 FCi Sta:1+40 1Q0.5 t8.b 9$
2 1 FG-1 Sta: 1+45 99.2 21.3 97
3 1 FG-1 Sta: 2+50 100.3 23.9 98
4 1 FG-1 SLa: 2+90 100.8 23.4 98
5 1 FG Std:2+95 1Ct3.0 18.8 t00
GETi Tech: Cody
Remarks:
Reviewed by; ~
Eyed SAfS r,_
Project Engineer
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