Hammond- LR150803 (2) 8908 Ambassador Row,Dallas, 75247
Rone Engineering
Texas Engineering Firm Registration,No.o.F-1572-1572
Corporate Phone:(214)630-9745
Report of In-Place Density Testing
Client: JRose Architects Report No.: 14134078
230 Lake Drive Project No.: 1519926
Mount Vernon, TX 75457
Date of Service: 07/31/2015
Report Date: 08/03/2015
Project: Hammond Street Residential Development
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Standard Counts
Test Method:ASTM D-6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 38369 Current: 678 Current: 2196
Test Mode: DT Previous: 669 Previous: 2185
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pcf) Moisture Density
14127134 Reddish Brown/Silty, Clayey Sand 12.0 117.5 -2/+2 95 min
FIELD DENSITY TESTS
Test Probe M/D Moisture Wet Density Dry Density Density
No Test Location Depth No. % (pcf) (pcf) (%max)
Select fill
1 Lot 15, final 6" 14127134 11.5 125.0 112.1 95
Select fill
2 Lot 14, final 6" 14127134 12.9 128.5 113.8 97
Technician: Lanny Gist Rone Engineering
See Report 14133810 for technician time
Report Distribution: fr f {
Orig:JRose Architects(Mount Vernon,TX)Attn:Ms.Barb Rose
(1-ec copy)
1-ec Rone Engineering Project Managers Attn:Mr.Josh Oliver Josh Oliver,EIT
1-ec JRose Architects Attn:Mr.Jason Rose Project Manager
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.
(TM/JO)
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