ST9301-LR051215 R n Q r /"1 8908 Ambassador Row, Dallas, TX 75247
■ �i 1 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
_ice . ra Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 246812
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 12/06/2005
Coppell TX 75019 Report Date: 12/15/2005
Project: East Sandy Lake Road i.n D a
ST 93 01 i ) W '1
Services: Perform In -Place Density Test in accordance with ASTM Standards. V
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35519 Current: 688 Current: 2594
Test Mode: DT Previous: 691 Previous: 2562
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
2 Tan crushed limestone w/ Sandy Clay 14.5 115.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Retaining wall
1 Sandy Lake Road, Station 43 +75, 50' left 6" 1 16.0 130.5 112.5 100
Retaining wall
2 Sandy Lake Road, Station 42 +75, 50' left 6" 1 15.3 129.8 112.6 100
Retaining wall
3 Sandy Lake Road, Station 47 +75, 45' left 6" 2 14.6 126.2 110.1 95
Test results on this report meet project specification.
/
6 '� '
A Technician: Julio Perez Started: 9:OOam Finished: 12:OOp i ga
Report Distribution: p i
(1) City of Coppell i �
(1) City of Coppell . 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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