Willow Park-LR120105Ro= vineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630 -9745
Report of In -Place Density Testing
Client: JR Rose Development Companies Report No.: 404562
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 12/29/2011 ��-- -•
Project: Willow Park Townhomes -
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
Report Date: 01/05/2012
Contractor: Standard Counts
Test Method: ASTM D -6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 37656 Current: 746 Current: 2485
Test Mode: DT
MOISTURE DENSITY RELATIOI
Moisture
MID No. Description %
388226 Reddish Brown / Clayey Sand with Trace of Gravel 11.0
388228 Reddish Brown / Clayey Sand with Gravel
Previous: 754 Previous: 2492
Maximum
Density Project Requirements
(pcf) Moisture Density
122.7 Optimum +4 95 min
10.6 125.3 Optimum +4 95 min
FIELD DENSITY TESTS
Test
Probe
M/D
No
Test Location
Depth
No.
Paving subgrade
1
West culdesac, 100' north of North Coppell
6"
388226
Road
Paving subgrade
2
East culdesac, 60' north of North Coppell Road
6"
388228
Moisture Wet Density Dry Density Density
(pcf)
10.5" 127.8
12.2 134.1
An asterisk (") appears next to results which do NOT meet the project specifications
Technician: Charles Shurtleff Started: 11:30am Finished: 01:30pm Rone Engineering
Report Distribution:
Orig: JR Rose Development Companies (Grapevine, TX)
_.. - -- -
Attn: Mr. Jason Rose (1-ec copy) -
1-ec Rone Project Manager Attn: Mr. Jason Creasy AET
1 -ec City of Coppell Attn: Mr. Mike Garza Jason Creasy, AET
Project Manager
LIMITATIONS: The test results presented he 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.
(TM /JC)
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