Coppell Heights 9-LR090605 (2).T d
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DAILY FIELD REPORT
CLIENT: M.#R Environmer~tat Cn~.
753 f~inkertan Ct.
Ptano, TX ~50z5
PROJECT: Cappe[t Nei,hts
gzo S. Sett Line
Coppe(t, Texas
DATE. GF REPORT: Ob; 05I {~~
2nc1 trip
REPCIRT Nt7. C~9~DM3~33-~5
WEATHER CtJNDITiONS: Sunny TEMPERATtlRE RANGE: ?f-`' TO: 85"
i~H CaETI TECCiNCCIAN YyA5 C~CSC'<`tTCHED TO THE ASi~VE REFERENCED FRQJECT SITE. Tt7 PERFORM FIELD i`ESTi1~d(a aS
TC-IE GETC TECHNICIAN PERFORMED THREE {3) FIELD DENSi~1'Y TES'T' dN WEST B1JUN[? TURN LANE €~N r~ELT LIhdE ROAM.
WHILE ON THE SCTE ,THE GETf TECHNICIAN PERFC}RMED ONE (1) FIELD GRAi3ATiC?td TEST" ON WEST f3GUND TtlRtd LANE
DN BELT LINE ROAD
SEE ATTACHED REPORT FOR THE ABCtVE REFERENCED TEST RESULTS.
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i;ET'1
x712 SassUma Ltc, 5uit~ 4t1~
Dallas, ~ex.~s '2522
PNtF p72-4B~~3SD0
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CLIENT: MJR Environmental Inc.
7953 Pinkerton Ct
Plano, TX 75025
DATE OF REPORT: 06/05/09
PROJECT: Coppell Heights REPORT N0. 09-DM3633-15a
920 S. Belt Line
Coppell, Texas
Min. % Passing 1 3/a" Sieve: 100
Min. % Passing # 4 Sieve: 60
Date Tested: 06/05/09
Stabilization Agent: Lime
IN-PLACE GRADATION TEST RESULTS
Passing Sieve:
Test Number Location No. 1 3/4 No. 4
1 East Nose in West Bound Turn In ~ Cross Over on Belt
Line Road 100 50*
GETI Technician: Cody
Remarks:
' Did not comply with the project specifications.
Reviewed by:
GETI
2712 Satsuma Dr. Suite 400
Dallas, Texas 75229
Ph# (972) 488-3500
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FIELD DENSITY REPORT
CLIENT: MJR Enviranmental tnc.
7953 Pinkerton Ct.
Ptano, TX 75t}25
DATE OF FCEPORT: C76/t}5, Or)
PROJECT: Cuppett He6~hts
9Z0 ~. BeEt. bins
Cca~pell, Texa$
REPt7RT N0. Qr)-QM3G33- 8 fib
Pro~tar ~ Description Maximum Dry Optimum Mr~ist~~re ~~
Density {pcf) {~a} I
l
3 hark Gray Lime Stabiiizeti Clay 93,6 27.9 -------
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TEST RESULTS
Test # Practrra' rx i«i~fC LOCATION Unit Maistur~ dAaxinstssn D3~y
West Bortnd Left Tt€rn on Bet€ Dine kaatt Ory Weight Content °rb p~ nsity{>ti?
~ 3 ~'G South Section 92, 5 30.1 <#9
~Cx r`iIUr.I ~eCtlai1 93.Z 29.1 1~(i
3 3 FG North Section 93.0 28.3 1%U
GFTiTech: Corfu
i~ernarks: Cunspty with the project specificatiar~
Reviewed by:
GETI
2712 5atsur»a Dr, Svite
d7atC~s, Texas'15224
RHIt 912 • X988 35( 0
F. , ~'t
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FIELD DENSITY REPORT
CLIENT: MJR Environmental Inc.
7953 Pinkerton Ct.
Plano, TX 75025
DATE OF REPORT: 06/05/09
PROJECT: Coppell Heights
920 S. Belt Line
Coppell, Texas
REPORT NO. 09-DM3633-15b
Proctor Description Maximum Dry
Density (pcf) Optimum Moisture
(/)
3 Dark Gray Lime Stabilized Clay 93.6 27.9
TEST RESULTS
Test # Proctor # Lift LOCATION
West Bound Left Turn on Belt Line Road Unit
Dry Weight Moisture
Content % Maximu ry
D °
1
2 3
3 FG
FG South Section
Mid Section 92.5
93.2 30.1
29.1
3 3 FG North Section 93.0 28.3 0
GETI Tech: Cody
Remarks: Comply with the project specification
Reviewed by:
P
Syed S. Afs , P.E.
Project Engineer
GETI
2712 Satsuma Dr. Suite 400
Dallas, Texas 75229
PH# 972-488-3500