ST9301-LR060620 g1 Engineering 8908 Ambassador Row, Dallas, TX 75247
�€ ! 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
-.' N Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 258328
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 06/07/2006
Report Date: 06/20/2006
Project: East Sandy Lake Road
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: ASTM D - 2922 Gauge: Troxler 3430 Moisture Density
ASTM D - 3017 Gau Serial No: 35558 Current: 611 Current: 2388
Test Mode: DT Previous: 613 Previous: 2402
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 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)
Retaining wall at box culvert
1 35' east of west end, course 11/12 6" 1 14.0 111.9 98.2 100
Retaining wall at box culvert
2 25' west of east end, course 11/12 6" 1 12.0 1132 101.1 103
Test results on this report meet project specification.
o e l neering
Technician: Dan Rogers Started: 1:45pm Finished: 3: /
Report Distribution:
(1) City of Coppell
(1) City of Coppell - 9 . f K. Scott Watson, AET
(1) Tiseo Paving Company Project 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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