ST0102-LR030516RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, IX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client: CiD' of Coppell
Attn: Ms. Suzan Taylor
- . PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 176576
Project No.: 027176
Date of Service: 05/09/2003
Report Date: 05/16/2003
Services: perform In-Place Densi .ty 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: 639
Previous: 630
Standard Counts
Density
Current: 2957
Previous: 2964
M/D No.
Dark Bro'aa~ Clay
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
21.5 98.5
Project Requirements
Moisture Density
Optimum +4 95 mtn
FIELD DENSITY TESTS
TEST PROBE
NO TESTLOCATION DEPTH
MfD MOISTURE W~I DENSITY DRY DENSITY DENSITY
NO. (%) ~c0 ~c0 (% max)
Utility Backfill
I 36" lateral, Ruby Road, Station 8+20, 3' 6" 1 23.7 115.7
below grade
Utility Backfill
2 36" lateral, Ruby Road, Station 8+10, 1' 6" I 21.6 115.8
below' grade
Test results on this report meet project specification.
93.5 95
95.2 97
Technician: Joe Jemigan
Report Distribution:
(i) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: 3:00pm
.... Rone~}ngineers, Ltd.
Finished:
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for Icsting We assume no responsibility for variation in quailD'
(composition, appearance, performance, etc) or any other featare of similar subtect lqnatter 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 m fulI withom the wmten approval of Roue Engineers, Ltd
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