Kyra Court- LR160104 8908 Ambassador Row,Dallas,TX 75247
Rone Engineering Texas Engineering Firm Registration,No.F-1572
Corporate Phone:(214)630-9745
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Report of In-Place Density Testing
Client: JRose Architects Report No.: 14144889
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226
Date of Service: 12/23/2015
Report Date: 01/04/2016
Project: Kyra
Coppell, Texas
Services: Perform In-Place Density Testing
PROJECT DATA
Contractor: Standard Counts
Test Method:ASTM D-6938 Gauge: Troxler 3440 Moisture Density
Gauge Serial No: 26955 Current: 649 Current: 1781
Test Mode: DT Previous: 660 Previous: 1783
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pcf) Moisture Density
14139978 Reddish Brown/Clay 15.2 110.3 Optimum +4 95 Min
FIELD DENSITY TESTS
Test Probe M/D Moisture Wet Density Dry Density Density
No Test Location Depth No. / (pcf) (pcf) (%
max)
Utility Backfill
1 Storm drain line A, Station 1+50, 1'below grade 6" 14139978 19.0 129.4 108.7 99
Utility Backfill
2 Storm drain line A, Station 1+00, 3'below grade 6" 14139978 18.3 124.1 104.9 95
Utility Backfill
3 Storm drain line A, Station 1+00,2'below grade 6" 14139978 17.8 126.8 107.6 98
Utility Backfill
4 Storm drain line A, Station 1+00, 1'below grade 6" 14139978 17.6 123.8 105.3 96
Utility Backfill
5 Storm drain line A, Station 0+50,4'below grade 6" 14139978 18.2 125.2 105.9 96
Utility Backfill
6 Storm drain line A, Station 0+50, 3'below grade 6" 14139978 19.2 127.9 107.3 97
Utility Backfill
7 Storm drain line A, Station 0+50, 2'below grade 6" 14139978 18.8 128.4 108.1 98
Utility Backfill
8 Storm drain line A, Station 0+50, 1'below grade 6" 14139978 17.6 128.7 109.4 99
Technician: James Fritch Started: 02:15pm Finished: 04:OOpm Rone Engineering
Report Distribution:
Orig:JRose Architects(Argyle,TX)Attn:Mr.Jason RoseIIIP _
(1-ec copy)
1-ec Rone Engineering Project Managers I
Attn:Mr.Jason Creasy,CET Jason Creasy,CET
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.
(PH/JC)
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