ST0001-LR020329 (2)8908 Ambassador Row
Dallu, Texas 7S247-4S10
(214) 630-974S
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
City of Coplnll
Atto: Ms. Susan Taylor - Ev~neering Dept
PO Box 478
Coppell TX 75109
Creek'view Drive and
Fre~ort Parkway
Coppell, TX
Perform In-Place Density Test in az~ordaace with ASTM Standards.
Report No.: 146559
Project No.: 015729
Date of Service: 03/27/2002
Report D~te: 03/29/2002
CONTRACTOR:
Tast Methods:
lnfr~m~cture Services. Inc.
ASTM D-2922
ASTM D-3017
pI~OJECT DATA
Moisture
Current: 661
PreyS,: 679
MOISTURE DENSITY RELATIONS
Mn,zlmum
Moisture % Density pet
Gau~: Troxler 3430
Gau~e Serial No: 32685
Tast Mods: DT
MID No. Daserlpflo.
Dark Bwwn, Gray. and Tan Clay
25.5 94.5
Standard Coant~
Density
Current: 3135
Prevloa.: 3092
Optlm.m +5 95 mill
FIELD DEN~qITV TESTS
TEST
NO TEST LOCATION
PROBE
DEPTH
M/D MOISTUBE WET DENSrFY DRYDENSITY DE~NSITY
No. (%) (pcO (pcO (%
I Retest, storm drain crossover, Station 3+75,
creekview, 3' below grade
UtilRy Backffii
2 Storm drain crossover, Station 3+75,
creek-view, 2' below grade
Utility Backfill
3 Storm drain crossover, Station 3+75,
creekview, 1' below grade
Utility Backfill
4 Storm dra~n crossover, Station 3+75,
creekview, final grade
27.5' 120.6 94.6 100
30.3 118.6 91.0 96
26.9 122.6 96.6 102
6" 1
26.6 121.4 95.9 101
Test results on thb report meet project specification.
LIMITATIONS: The test results ptmented herein were prepared based upon the specific samples pmvid~l ~or t~sti~. We assume no ~mnm'oility fix variafioa ia quality
(enmpoa/tion, appem'an~.performance, ?.) or any oflm' feauu'e of similar subject matra' provided by persons .or conditiom over whictz we have no control. Our lelwr~ ami
~ are for the exclu~ve use of the clients to whom they are addre~ed end ah,l! notbe reproduced except m full without the written approval of Rone Eng/nee~. Inc.
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