ST0102-LR030507RoneEngineers
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 CoppelI
Atto: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 176321
Project No.: 027176
Date of Service: 05/06/2003
Report Date: 05/07/2003
Services: Perform In-Place Densi~ Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32685
Test Mode: DT
Moisture
Current: 640
Previous: 638
Standard Counts
Density
Current: 2959
Previous: 2959
M/D No.
1
Description
Dark Brown Clay
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
21.5 98.5
Project Requirements
Moisture Density
Optimum +4 95 min
FIELD DENSITY TESTS
TEST
NO
PROBE
TEST LOCATION DEPTH
I~UD MOISTURE ~,YET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcf) (% max)
Utility Backfill
1 Storm drain, Line ST-3, Station 8+26, 2' 6" 1 23.8 122.2
below grade
Utility Backfdl
2 Storm drain, Line ST-3, Station 8+00, 1' 6" 1 25.0 121.1
below grade
Test results on this report meet project specification.
98.7 100
96.9 98
Technician: Joe Jemigan
Report Distribution:
( I ) Cily of Coppell
(1) Tiseo Paving Company
( I ) Pacheco Koch
(1) Wright Construction Company
Started: l:30pm
Finished: 3:30p~~R~hgineers' Ltd'
~/ ~/ John Moody
,~ Project Manager
LIMITATIONS: The test results presented herein v, ere prepared based upon the specific samples provided for testing We assume no responsibiIity for variation in quality.
(composition, appearance, perfom~ance, etc ) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our letters and
repens are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in thll without the written approval of Rone Engineers, Ltd.
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