ST0102-LR030514RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gra,el 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
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 176414
Project No.: 027176
Date of Service: 05/07,/2003
Report Date: 05/14/2003
Services: Perform In-Place Dcnsity Test in accordance with ASTM Standards.
PROJECT DATA
CONTRA, CTOR: Tiseo Paving
Test Mctkods: AS l~v~ i D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32685
Test Mode: DT
Moisture
Current: 630
Previous: 640
Standard Counts
Density
Current: 2964
Previous: 2959
MID No. Description
Dark Brown Clay
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
21.5 98.5 Optimum +4 95 min
FIELD DENSITY TESTS
TESI PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE %ET DENSITY DRY DENSITY DENSITY
No. (%) (pcf) (pc0 (% max)
Utility Backfill
1 Storm drain, Ruby Road, Station 9+75, 1' 6" 1 23.7 115.7 93.5
below grade
Utility Backfill
2 Storm drain, Ruby Road, Station 11+50, I' 6" 1 21.6 I 15.8 95.2
below grade
Test results on this report meet project specification.
95
97
Technician: Joe Jernigan
Report Distribution:
{ I) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: ] :30pm
Finish ed: 3 30p m~t/~ En g ineers, Ltd.
~/'/ John Moody
Project Manager
LIMITATIONS: The test results presented herein '*'ere prepared based upon the specific samples provided for testing. We assume no responsibilit'j for vafiauon In qualiq~
(composifam, appearance, performance, 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 fall without the written approval of Roue Engineers, Ltd.
07DD Page 1 of 1