Willow Park-LR110325 Rone Engineering 7701 8908 Ambassador Row, n, TX 75247
W Little York, , Ste te 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630 -9745
Report of Moisture Density Relationship
Client: JR Rose Development Companies Report No.: 388225
1207 Bethel School Court Project No.: 1116815
Coppell, TX 75019
Date of Service: 03/22/2011
Report Date: 03/25/2011
Project: Willow Park Townhomes -
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: 03/22/2011
Test For: Common /Utility Fill Material Preparation: Dry
Material: Red Brown & Dark Brown Sandy Clay w /Concrete & Gr Rammer Type: Mechanical
Classification:Common /Utility Fill Sampled By: Martin, D J
Test Method: ASTM D4318 Method - Sample Location:
ASTM D698 Method -B Stockpile
ASTM D1140
REPORT OF TEST
Maximum Dry Density, pcf: 113.1 pcf es--
Optimum Moisture Content, %: 14.7 % �G \ - - -- -- - - --
100% Saturation
(5G = 2.7)
Liquid Limit: 44 114
Plastic Limit: 15
Plasticity Index: 11 •
110
Passing #200: 54.0 v
,,, o
/ 106
• 1027 9 11 13 15 17 19 21
Moisture Content ( %)
Oversized Material: Oversized Material- Percent Of: 6.6; Specific Gravity: 2.28; Percent Moisture: 6.5
Technician: D J Martin Started: 03:30pm Finished: 05:15pm Rone Engineering
Report Distribution: .
Orig: JR Rose Development Companies (Coppell, TX)
Attn: Mr. Jason Rose (1 -ec copy) +'
.+ -
1 -ec Rone Project Manager Attn: Mr. Jason Creasy AET
1 -ec City of Coppell Attn: Mr. Mike Garza Jason Creasy, AET
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.
(ICA/KW )
Page 1 of 1
Rone Engineering 7701 8908 Ambassador Row, Dallas, TX 75247
W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630 -9745
Report of Moisture Density Relationship
Client: JR Rose Development Companies Report No.: 388228
1207 Bethel School Court Project No.: 1116815
Coppell, TX 75019
Date of Service: 03/22/2011
Report Date: 03/25/2011
Project: Willow Park Townhomes -
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: 03/22/2011
Test For: Common /Utility Fill Material Preparation: Dry
Material: Reddish Brown Clayey Sand with Gravel Rammer Type: Mechanical
Classification:Common /Utility Fill Sampled By: Martin, D J
Test Method: ASTM D4318 Method - Sample Location:
ASTM D698 Method -C Stockpile
ASTM D1140
REPORT OF TEST
Maximum Dry Density, pcf: 125.3 pcf �—
Optimum Moisture Content, %: 10.6 %- \
100 % Saturation
(SG =2.7)
Liquid Limit: 33 126
•
Plastic Limit: 13
Plasticity Inde 20
. 122
•% Passing #200: 34.8 v
118
4 1!
1143 7 9 11 13 15
Moisture Content ( %)
Oversized Material: Oversized Material- Percent Of: 6.1; Specific Gravity: 2.31; Percent Moisture: 2.4
Technician: D J Martin
Rone Engineering
See Report 388225 for technician time
Report Distribution:
Orig: JR Rose Development Companies (Coppell, TX)
Attn: Mr. Jason Rose (1 -ec copy)
1 -ec Rone Project Manager Attn: Mr. Jason Creasy AET Jason Creasy, AET
1 -ec City of Coppell Attn: Mr. Mike Garza 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/KW)
Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
R one Engineering 7701 W Little York, Ste 600, Houston, TX 77040
4421 Freidrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630 -9745
Report of Moisture Density Relationship
Client: JR Rose Development Companies Report No.: 388226
1207 Bethel School Court Project No.: 1116815
Coppell, TX 75019
Date of Service: 03/22/2011
Report Date: 03/25/2011
Project: Willow Park Townhomes -
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: 03/22/2011
Test For: Commn /Utility Fill Material Preparation: Moist
Material: Reddish Brown Clayey Sand with Trace of Gravel Rammer Type: Mechanical
Classification:Commn /Utility Fill Sampled By: Martin, D J
Test Method: ASTM D4318 Method - Sample Location:
ASTM D698 Method -B Stockpile
ASTM D1140
REPORT OF TEST
Maximum Dry Density, pcf: 122.7 pcf
Optimum Moisture Content, %: 11.0 % ::: 100% saturation line for SG = 2.7 Estimated
Liquid Limit: 25 Pla
Limit: 17 - °-- -
Plasticity Index:° 8 fi 120-
1�
Passing #200: 24.9 o
. 4 ` 115 —
Q -
110 —
105
° ( 2 I 7 8 9 10 11 12 13 14 15 16
Moisture Content. percent
Technician: D J Martin t :1/(fr , Rone Engineering
See Report 388225 for technician time
Report Distribution:
/
Orig: JR Rose Development Companies (Coppell, TX) —.
Attn: Mr. Jason Rose (1 -ec copy)
1 -ec Rone Project Manager Attn: Mr. Jason Creasy AET ( Jason Creasy, AET
1 -ec City of Coppell Attn: Mr. Mike Garza 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/KW)
Page 1 of 1