Hammond- LR150205 • 8908 Ambassador Row,Dallas,TX 75247
Rone Engineering Texas Engineering Finn Registration,No.F-1572
Corporate Phone:(214)630-9745
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Report of Moisture Density Relationship
Client: JRose Architects Report No.: 14118887
230 Lake Drive Project No.: 1519926
Mount Vernon, TX 75457 Date of Service: 02/02/2015
Report Date: 02/05/2015
Project: Hammond Street Residential Development
Coppell, Texas
Services: Obtain a sample of material from the jobsite,bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
PROJECT DATA
Contractor: Date Sampled: 02/02/2015
Test For: Backfill Material Preparation: Dry
Material: Dark Brown Clay with Sand &Trace of Organics Rammer Type: Mechanical
Classification:Backfill Sampled By: Morrison, Kyle
Test Method: ASTM D4318 Method-B Sample Location:
ASTM D698 Method-B Detention Pond
ASTM D1140
REPORT OF TEST
Maximum Dry Density, pcf: 99.00 pcf
Optimum Moisture Content, %: 20.9% ,4s 100%saturation line for SG=2.65 Estimated
Liquid Limit: 49
Plastic Limit: 18
-y 104—
Plasticity Index: 31
Passing#200: 77 0 `
9s77''
—
90
16 1T 18 19 20 21 22 23 24 25 26
Moisture Content,percent
Technician: Kyle Morrison Started: 02:OOpm Finished: 03:OOpm Rone Engineering
Report Distribution:
Orig:JRose Architects(Mount Vernon,TX)Attn:Ms.Barb Rose 7
(1-ec copy) / f/ -/ 7
1-ec Rone Engineering Project Managers
Attn:Mr.Arthur Herman Arthur Herman
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.
(KA/AH)
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