ST9301-LR060530 :, Engineering 8908 Ambassador Row, Dallas, TX 75247
1 4221 Freidrich Lane, Ste 195, Austin, TX 78744
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 256879
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/19/2006
Coppell TX 75019 Report Date: 05/30/2006
Project: East Sandy Lake Road
ST 93 -01 Completion l e il 40
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods: M oisture Density
D ty
ASTM D -3017 Gauge Serial No: 25249 Current: 659 Current: 2522
Test Mode: DT Previous: 669 Previous: 2410
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand 11.5 117.5 Optimum +5 95 min
1 1 ►
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Fill
1 Eastbound embankment, Station 48 +85 at 6" 1 11.8 126.1 112.8 96
50 degrees right, 2nd lift
Fill
2 Eastbound embankment, Station 52 +00 at 6" 1 12.2 127.6 113.7 97
50 degrees right, 2nd lift
Fill
3 Eastbound embankment, Station 55 +25, 50 6" 1 12.5 130.3 115.8 99
degrees right, 2nd lift
Fill
4 Modular block walls, Station 42 +75, 49 6" 1 11.5 127.7 114.5 97
degrees right, 1st lift
Fill
5 Modular block walls, Station 41 +45, 49 6" 1 12.0 125.9 112.4 96
degrees right, 1st lift
•
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
07TH Page 1 of 2