Kyra Court-LR170405Rone Engineering
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Client: JRose Architects
2104 Cosmos Way
Argyle, TX 76226
Project: Kyra
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
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8908 Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration, No. F-1572
Corporate Phone: (214) 630-9745
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Report of In -Place Density Testing
Report No.: 14185949
Project No.: 1520637
Date of Service: 04/05/2017
Report Date: 04/06/2017
Contractor: Standard Counts
Test Method: ASTM D-6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 33305 Current: 511 Current: 2080
Test Mode: DT' Previous: 509 Previous: 2077.•
MOISTURE DENSITY RELATIONS
Maximum
Moisture Density Project Requirements
M/D No. Description % (pcf) Moisture Density. .
14185036 Brown / sandy lean clay with LSF 15.2 110.4 Optimum +4 95 Mirr.
Test
No Test Location
Paving Subgrade
1 Retest of test #1 on report #14185402, dated
03/30/17
Paving Subgrade
2 Retest of test #2 on report #14185402, dated
03/30/17
Paving Subgrade
3 Retest of test #5 on report #14185402, dated
03/30/17
FIELD DENSITY TESTS
Probe M/D Moisture Wet Density Dry Density Density
Depth No. % (pcf) (pcf) % max
_
8" 14185036 18.5 129.8 109.5 1 99
8" 14185036
8" 14185036
17.1 127.9
18.3 128.8
109.2 99
108.9 99
67
Technician: Aaron Campbell Rone Engineering
See Report 14186074 for technician time
Report Distribution: -
Orig: JRose Architects (Argyle, TX) Attn: Mr. Jason Rose
(1-ec copy)
1-ec Rone Engineering Project Managers K. Scott Watson, CET
Attn: Mr. Scott Watson, 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/SW)
Page 1 of 1
Ro n e Era seri n
8908 Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration,) F-1572
gin
6
Corporate Phone: (214) 630-9745
Report of In-Place Density Testing
Client: JRose Architects
Report No.: 14186074
2104 Cosmos Way
Project No.: 1520637
Argyle, TX 76226
Date of Service: 04/05/2017 y�
Report Date: 04/06/2017
Project: Kyra
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: 33305
Current: 511 Current: 2080
Test Mode: DT
Previous: 509 Previous: 2077
�I
MOISTURE DENSITY RELATIONS
Maximum
Moisture
Density Project Requirements
M/D No. Description %
(pcf) Moisture Density .
14185036 Brown / sandy lean clay with LSF 15.2
110.4 Optimum +4 95 Miry"
FIELD DENSITY TESTS
Test Probe M/D
Moisture Wet Density Dry Density Density
No Test Location Depth No.
% (pcf) (pcf) (% max
Paving Subgrade
1 Retest of test #2 on report # 14185343, dated 8" 14185036
19.0 130.8 109.9 100
03/30/17
Technician: Aaron Campbell Started: 06:45am Finished: 08:45am Rone Engineering
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
K. Scott Watson, 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/SW)
Page 1 of 1
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