ST9301-LR050629 8908 Ambassador Row, Dallas, TX 75247
0 � 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 236036
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 06/16/2005
Coppell TX 75019 Report Date: 06/29/2005
Project: East Sandy Lake Road ° �
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 32719 Current: 618 Current: 2793
Test Mode: DT Previous: 638 Previous: 2834
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Tan Brown Sandy Clay 14.5 115.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pci) (% max)
Structural backfill
1 Westbound wire well, Station 48 +00, grade 8" 1 15.0 129.8 2.9 98
Test results on this report meet project specification.
O
Technician: Bobby Robinson Started: 10:15a Finished: 1 1:45a Rone 1 l ''; ,
Report Distribution:
(1) City of Coppell
(1) City of copper a y Stark
(1) Tiseo Paving 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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