ST9301-LR060214 r Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
u 7701 W Little York, Ste 600, Houston, TX 77040
,, Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 250780
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 02/09/2006
Coppell TX 75019 Report Date: 02/14/2006
Project: East Sandy Lake Road
ST 93 -01
0 4- ol'
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: 33438 Current: 573 Current: 2552
Test Mode: DT Previous: 577 Previous: 2594
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 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, Station 44 +50, 45' left, 6" 1 15.0 112.6 97.9 100
elevation 438
Wall backfill
2 Sandy Lake Road, Station 44 +50, 44' left, 6" 1 12.0 108.5 96.9 99
elevation 439
Wall backfill
3 Sandy Lake Road, Station 44 +50, 44' left, 6" 1 13.1 110.0 97.3 99
elevation 440
Wall backfill
4 Sandy Lake Road, Station 44' left, elevation 6" 1 12.4 108.9 96.9 99
439
Wall backfill
5 Sandy Lake Road, Station 44 +60, 45' left, 6" 1 11.1 108.0 97.2 99
elevation 440
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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Report No.: 250780 11111111111111 t MOM=
Project No.: 059909 Client: City of Coppell
Test results on this report meet project specification.
All i
Technician: Julio Perez Started: $ :OOam Finished: 5:00pm ftli i i / g
Report Distribution: ' +� (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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