ST9301-LR060421 r;.`' r ■r 8908 Ambassador Row, Dallas, TX 75247
Engineering 2696 Gravel Drive, Fort Worth, TX 76118
i 7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 254829
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 04/19/2006
Coppell TX 75019
Report Date: 04/21/2006
Project: East Sandy Lake Road \
ST 93 -01 Completion ld\ 0 Al,
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
D -2922 Y
ASTM D -3017 Gauge Serial No: 33438 Current: 572 Current: 2551
Test Mode: DT Previous: 581 Previous: 2555
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
I
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (° /a max)
Road subgrade
1 Sandy Lake Road, Station 29 +20, 5th lift 6" 1 17.7 127.6 108.4 96
Road subgrade
2 Sandy Lake Road, Station 30 +20, 5th lift 6" 1 16.3 130.2 112.0 99
Road subgrade
3 Sandy Lake Road, Station 27 +00, 1st lift 6" 1 17.0 129.2 110.4 98
Road subgrade
4 Sandy Lake Road, Station 27 +10, 2nd lift 6" 1 16.5 128.8 110.6 98
Test results on this report meet project specification.
See Report #254828 for technician time.
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Technician: Julio Perez Started: Finished: � � /
Report Distribution:
(1) City of Coppell A _4011
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
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