ST9301-LR060322 i r � 8908 Ambassador Row, Dallas, TX 75247
� 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
;
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 252742
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 03/16/2006
Coppell TX 75019 Report Date: 03/22/2006
Project: East Sandy Lake Road �� CO���
ST 93 -01 Completion
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
ASTM D -2922
ASTM D -3017 Gauge Serial No: 33438 Current: 584 Current: 2696
Test Mode: DT Previous: 570 Previous: 2556
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 +5 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Roadway
1 Middle approach at Universal Academy and 6" 1 15.9 130.7 112.8 100
Sandy Lake Road, 3rd lift
Roadway
2 Middle approach at Universal Academy and 6" 1 16.3 130.4 112.1 99
Sandy Lake Road, 4th lift
Roadway
3 Approach at River View and Sandy Lake 6" 1 16.9 130.7 111.8 99
Road, 1st lift
Roadway
4 Approach at River View and Sandy Lake 6" 1 16.0 130.2 112.2 99
Road, 2nd lift
Test results on this report meet project specification.
1 '
(nod. 4.. Technician: Perez Starte 7:30am Finish 3:30 m
Ju lio P , '� r
Report Distribution:
(1) City of Coppell .
(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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