Kyra Court-LR170323Rone Engineering
8908 Ambassador Row, Dallas, 1pfc75247
Texas Engineering Firm Registration, No. F-1572
Corporate Phone: (214) 630-9745
Report of Moisture Density Relationship
Client: JRose Architects
Report No.: 14185036
2104 Cosmos Way
Project No.: 1520637
Argyle, TX 76226
Date of Service: 03/23/2017
Plasticity Index: 21
Report Date: 03/29/2017
Project: Kyra
Coppell, Texas
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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:
Test For: General fill
Material: Brown sandy lean clay with LSF
Classification: General fill
Test Method: ASTM D-4318, ASTM D-698 Method -B
Date Sampled: 03/23/2017
Material Preparation: Dry
Rammer Type: Mechanical
Sampled By: Campbell, Aaron
Sample Location:
Onsite stockpile
REPORT OF TEST
Maximum Dry Density, pcf: 110.4 pcf
O timum Moisture Content p 0/ m 15 2 0/
, o. o
Liquid Limit: 36
Plastic Limit: 15
Plasticity Index: 21
% Passing #200: 61
v
0
0
113 -;--.- .... i--- -_ ....... SG aturabon
2.65 - -
Estimated
i
109
i
i
105 - - -
i
1018 10 12 14 16 18 20
Moisture Content N
Technician: Aaron Campbell Started: 06:30am Finished: 09:00am Rona En ineerin
Report Distribution:
Orig: JRose Architects (Argyle, TX) Attn: Mr. Jason Rose
(1-ec copy)
1-ec Rone Engineering Project Managers
Attn: Mr. Scott Watson. CET
9 9
K. Scott Watson, CET
Project Manager
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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 reportse
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, Lt -ad.
(SW/SW)
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