ST9301-LR060327 iione Engineering
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.: 252810
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 03/17/2006
Report Date: 03/27/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
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Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: Moisture Density
ASTM D -2922
ASTM D -3017 Gauge Serial No: 33438 Current: 580 Current: 2560
Test Mode: DT Previous: 584 Previous: 2696
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
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Roadway
1 Approach at River View and Sandy Lake 6" 1 15.7 124.1 107.3 95
Road, 3rd lift
Roadway
2 Approach at River View and Sandy Lake 6" 1 16.7 131.3 112.5 100
Road, 4th lift
Test results on this report meet project specification. •
Technician: Julio Perez Started: 7:30am Finished: 2:15pm 141,104 j - )
Report Distribution: ,l
(1) City of Coppell � " 4
(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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