ST0001-LR020417 (2)Client:
City of Coppell
Atto: Ms. Susan Taylor- Engineering Dept
PO Box 478
Coppell TX 75109
Project:
Creekview Drive and
Freeport Parkway
' Coppell, TX
Perform h-Place Density Test in accordance with A$TM Standards.
8908 Ambasmdor Row
DMIm, Texas 75247-4510
(214) 00-9745
C~14) ~o-~s19 (hx)
IN-PLACE DENSITY TESTING
Report No.: 147517
Project No.: 015729
Date of Service: 04/11/2002
Report Date: 04/17/2002
CONTRACTOR:
T~t Methods:
Infvasiructure Services, Inc.
ASTM D-2922
AS'PM D-3017
PROJECT DATA
Gauge: Troxler 3430
Gauge ~ No: 32685
Test Mmie: DT
No.
Description
Moisture
Current: 613
Previous: 642
MOISTURE DENSITY RELATIONS
Mzximum
Moisture % Dendty pef
Dark Brown Clay (Lime Treated)
31.0 85.0
Standard Connis
Density
Current: 3147
Previnus: 3027
l~.o]ect Requirements
Moi~ur~ Dmdty
Optimum +5 95 min
TEST
NO
FIEI,D DENSITV TESTS
PROBE
TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
Ne. (%) (pe0 (per} (% max)
Paving Subgr~de
1 Creekview Station 1 +00 at center line 6" 1
Paving Subgrade
2 Creekvicw Station 3+00 riiht of center line 6" 1
Pavtng. Subgrade
3 Creekview Station 54-00, left of center line 6" 1
Paving Subgrade
4 Creekview Station 7+00 at center line 6" 1
Paving Subgrade
5 Creekview Station 94-00 at center line, 6" 1
retest from #147396
Paving Subgrade
6 Creekview Station 21+00, left of center line 6" 1
Paving Subgrade
35.6 111.5 82.2 97
32.1 112.7 85.3 100
34.6 113.1 84.0 99
35.1 114.6 84.8 100
32.1 113.3 85.8 101
34.7 110.2 81.8 96
LIMITATIONS: The ~est results presented heroin were p~tred based upon the specific samples provided for tsstlng. We assume no responsibility for variation in quality
~..ports sre for thc exclusive use of the chents to wl~om they are nmlressea ano soml not be repromw, e~l except m mu w~. mouz mc wnu~n approvm O'aOnC c'~lPu~, ·
07DF Page 1 of 2
Report No.: 147517
Project No.: 015729
TEST
NO
7
8
9
10
Client: City of Copp¢ll
TEST LOCATION
Creek-view Station 23+00 at center line
Paving Subgrade
Creekview Station 25+00 fight of center
line
Paving Sub~ade
Creek-view Station 27+00
Paving Subgrade
Creekview Station 27+25 north 15'
Technician: Joe Jern/gan
RepoFt Distribution:
(1) City of Coppell
O) ci~, of Coppel~
(1) city of Coppell
O) ~nrrastrucmm Services, ~n~.
PROBE
DEPTH No,
RoneEngineem
l|l
MOISTURE WET DENmT¥ DRY DENSITY DENSITY
(%) (pcf) (pcf) (% ,---)
6" 1 34.8 111.9 83.0 98
6" 1 34.8 111.9 83.0 98
6" 1 34.8 113.8 84.4 99
6" 1 35.6 112.3 82.8 97
Test results on this report meet project specification.
Started: 9:00AM Finished: ll:30P Ro~
(l) City of Col~ll
(1) S~lui~kel, Rollins & As~o~., In~. Project
LIMITATIONS: The teat results presm~ted herein were prepaid based upon the specific samples provided for testing. We assume no responm'bility for vnximion in quality
(~omposilion, appearance, performsnce, etc.) or any. other, feature o.f.simil~, sub, j?..matt~', provid .e? by.p~mon~ .or~.nd~? o.v,e~ w~.ch we ba,~,c~._~l~_ _O~._!~t~_?
reports are for the exclusive use of the cheni~ to whom tAey are ._~_m, esse~ ann snsa not I)e reproauce~l except m mu vatnout me wnKen approvm oz~ou~ r. alpm~s, tu~.
07DF Page 2 of 2