ST9301-LR051011 lone Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
ili Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 242579
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/03/2005
Report Date: 10/11/2005
Project: East Sandy Lake Road
ST 93 -01 i �l A ' �`
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 Gauge Serial No: 33438 Current: 572 Current: 2549
Test Mode: DT Previous: 575 Previous: 2574
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Paving subgrade
1 East approach to landmark, 3' below grade 6" 1 16.9 129.5 110.8 95
Paving subgrade
2 East approach to landmark, 2' below grade 6" 1 16.4 129.3 111.1 95
Test results on this report meet project specification.
/ /
Technician: Randy Nudge Started: 12:OOp Finished: 4:45pm ' s�4 f Illyt
Report Distribution: a
(1) City of Coppell
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving 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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