Kyra Court-LR170330Rone Engineering
_-lll
Client: JRose Architects
2104 Cosmos Way
Argyle, TX 76226
Project: Kyra
Coppell, Texas
Services: Perform In -Place Density Testing
Contractor:
Test Method: ASTM D-6938
Ambassador Row, Dallas, TX 75247
Texas Engineering Firm Registration, No. F-1572
Corporate Phone: (214) 630-9745
Report of In -Place Density TeOng
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 37656
Test Mode: DT
MOISTURE DENSITY RELATIONS
Report No.: 14185402
Project No.: 1520637
Date of Service: 03/30/2017
Report Date: 03/31/2017
Standard Counts "
Moisture Density
Current: 737 Current: 2108
Previous: 738 Previous: 2104
Maximum
Moisture Density
MID No. Description % (pct)
14185036 Brown / sandy lean clay with LSF 15.2 110.4
Test
No
1
2
3
4
5
FIELD DENSITY TESTS
Project Requirements
Moisture Density
-2/+4 95 Min
�a
Sidewalk
30' west of Beltline and Kyra Court 6" 14185036 20.6* 120.5
Sidewalk
100' east of Beltline and Kyra Court 6" 14185036 15.2 130.2
Sidewalk
180' east of Beltline and Kyra Court 6" 14185036 11.9* 127.0
An asterisk (*) appears next to results which do NOT meet the project specifications.
Remarks: Sidewalk Dallas side on Beltline west bound from Kyra Court.
Technician: Dustin Harvey Started: 06:30am Finished: 10:15am 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
99.9 91
1__.
113.0 102
113.5 103
b
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 qu'
(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
b'�
Probe
MID
Moisture
Wet Density
Dry Density
Density
Test Location
Depth
No.
%
(
(pcf)
% max
Sidewalk
220' west centerline of Kyra Court and Beltline
6"
14185036
19.6*
108.1
90.4
b':;$2*
Sidewalk
120' west of Beltline and Kvra Court
6"
14185036
18.3
122.4
103.5
94*
Sidewalk
30' west of Beltline and Kyra Court 6" 14185036 20.6* 120.5
Sidewalk
100' east of Beltline and Kyra Court 6" 14185036 15.2 130.2
Sidewalk
180' east of Beltline and Kyra Court 6" 14185036 11.9* 127.0
An asterisk (*) appears next to results which do NOT meet the project specifications.
Remarks: Sidewalk Dallas side on Beltline west bound from Kyra Court.
Technician: Dustin Harvey Started: 06:30am Finished: 10:15am 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
99.9 91
1__.
113.0 102
113.5 103
b
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 qu'
(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
b'�
Rone Engineering
0
8908 Ambassador Row, Dallas, TQC 75247
Texas Engineering Firm Registration, No. F-1572
Corporate Phone: (214) 630-9745
Report of In -Place Density Te§dng
Client: JRose Architects Report No.: 14185343
2104 Cosmos Way Project No.: 1520637
Argyle, TX 76226
Date of Service: 03/30/2017
Report Date: 03/31/2017 y�
Project: Kyra
Coppell, Texas
Services: Perform In -Place Density Testing
PROJECT DATA
Contractor: Standard Counts y
Test Method: ASTM D-6938 Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 37656 Current: 737 Current: 2108
Test Mode: DT Previous: 738 Previous: 2104
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 Min
11�
Test
tin
Test Location
FIELD DENSITY TESTS
Probe M/D Moisture Wet Density Dry Density Density
Depth No. % (pcf) (pcf) % max
Sidewalk
1 35' north, 25' east of centerline 6" 14185036 11.4* 111.2 99.8
�.::Zp0*
Sidewalk
2 25' north, 30' west of centerline 6" 14185036 14.5* 130.5 114.0
103
Sidewalk
3 80' west, 45' north of the centerline 6" 14185036 17.5 123.7 105.3
95
An asterisk (*) appears next to results which do NOT meet the project specifications.
Remarks: Sidewalk City of Coppell side.
Technician: Dustin Harvey Rone Engineering
See Report 14185402 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 reportsZr`e
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