Kyra Court-LR160714Rone Enineerin
8908 Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration, NJ171572
Corporate Phone: (214) 630-9745
Report of In -Place Density Testing
Client: JRose Architects Report No.: 14160408
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226
Date of Service: 07/14/2016
Report Date: 07/18/2016
Project: Kyra
y�
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
Contractor:
Standard Counts
Test Method: ASTM D-6938
Gauge: Troxler 3440
Moisture DensiWe
Gauge Serial No: 31339
Current: 813 Current: 2129
Test Mode: DT
Previous: 817 Previous: 2143
MOISTURE DENSITY RELATIONS
Maximum
Moisture
Density Project Requirements
M/D No. Description
%
(pct) Moisture Density
14158102 Lime Treated Brown / Clay
20.5
103.4 Optimum +4 95 Min
FIELD DENSITY TESTS
a
Test
Probe M/D
Moisture Wet Density Dry Density Density
No Test Location
Depth No.
% (pcf) (pcf) % max
Lime Treated Paving Subgrade
1 75' north of approach to Beltline Dr
6" 14158102
21.8 124.1 101.9 99
Lime Treated Paving Subgrade
b4
2 75' north, 150' west of approach to Beltline Dr
6" 14158102
22.3 124.0 101.4 98
Lime Treated Paving Subgrade
3 75' north, 300' west of approach to Beltline Dr
6" 14158102
20.7 124.1 102.8 99
Technician: James Fritch Started: 04:15pm Finished: 06:00pm Rone Engineering
Report Distribution:
Orig: JRose Architects (Argyle, TX) Attn: Mr. Jason Rose
(1-ec copy)
1-ec Rone Engineering Project Managers
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, IOW
(PH/JC)
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