Willow Park-LR111213Ro= gineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630-9745
Report of Plasticity Index of Soils
Client: JR Rose Development Companies Report No.: 403726
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051 Date of Service: 12/09/2011
Report Date: 12/13/2011
Project: Willow Park Townhomes -
Coppell, Texas
Services: Obtain a sample of material and bring back to laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
Contractor:
Source of Material: On -site
Sample Preparation: Moist
Test Method: ASTM D4318 Method -B
ECT DATA
REPORT OF TEST
Liquid Limit: 21
Plastic Limit: 14
Plasticity Index: 7
Date Sampled: 12/09/2011
Sampled By: Gist, Lanny
Soil Description:
Brown Silty, Clayey Sand
Classification:
Sample Location:
Rembrandt @ East Cul-de -sac, North End
Technician: Lanny Gist Rone Engineering
See Report 403725 for technician time
Report Distribution:
....._
Orig: JR Rose Development Companies (Grapevine, 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/JC)
Page 1 of 1
Ro= �ineerin
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630 -9745
Report of Plasticity Index of Soils
Client: JR Rose Development Companies Report No.: 403727
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 12/09/2011
Report Date: 12/13/2011
Project: Willow Park Townhomes -
Coppell, Texas
Services: Obtain a sample of material and bring back to laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
PROJECT DATA
Contractor:
Source of Materia: On -site
Sample Preparation: Moist
Test Method: ASTM D4318 Method -B
Liquid Limit: 20
Plastic Limit: 14
Plasticity Index: 6 t
Date Sampled: 12/09/2011
Sampled By: Gist, Lanny
Soil Description:
Brown Silty, Clayey Sand
Classification:
Sample Location:
DaVinci @ West Cul-de -sac, North End
Technician: Lanny Gist Rone Engineering
See Report 403725 for technician time
Report Distribution:
Ong: JR Rose Development Companies (Grapevine, TX)
Attn: Mr. Jason Rose (1 -ec copy) V
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/JC)
Page 1 of 1
Ro= �ineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, ate 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630 -9745
Report of Plasticity Index of Soils
Client: JR Rose Development Companies Report No.: 403736
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051
Date of Service: 12/0912011
Report Date: 12/13/2011
Project: Willow Park Townhomes -
Coppell, Texas
Services: Obtain a sample of material and bring back to laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
PROJECT DATA
Contractor: Date Sampled: 12/09/2011
Source of Materia: On -site Sampled By: Gist, Lanny
Sample Preparation: Moist Soil Description:
Test Method: ASTM D4318 Method -B Brown Silty Sand
Liquid Limit:
Plastic Limit:
Plasticity Index:
kemarks: Non - plastic
Classification:
Sample Location:
DaVinci @ West Cul -de -sac, North Side Near Throat
REPORT OF TEST
Technician: Lanny Gist Rone Engineering
See Report 403725 for technician time
Report Distribution:
Orig: JR Rose Development Companies (Grapevine, 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/JC)
Page 1 of 1
Ro= gineering
8908 Ambassador Row, Dallas, TX 75247
7701 W Little York, Ste 600, Houston, TX 77040
4421 Freldrich, Ste 195, Austin, TX 78744
Corporate Phone: (214) 630 -9745
Report of Plasticity Index of Soils
Client: JR Rose Development Companies Report No.: 403725
2209 Cameron Crossing Project No.: 1116815
Grapevine, TX 76051 Date of Service: 12/09/2011
Report Date: 12/13/2011
Project: Willdw Park Townhomes -
Coppell, Texas
Services: Obtain a sample of material and bring back to laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
PROJECT DATA
Contractor: Date Sampled: 12/09/2011
Source of Materia: On -Site Sampled By: Gist, Lanny
Sample Preparation: Moist Soil Description:
Test Method: ASTM D4318 Method -B Brown Sandy Clay
Classification:
Sample Location:
Rembrandt @ East Cul -de -sac, 5' East Of Centerline Near
Throat
REPORT OF TEST
Liquid Limit: 33
Plastic Limit: 14
Plasticity Index: 1 =` 10?// 4 �� t
Technician: Lanny Gist Started: 11:30am Finished: 01:00pm Rone Engineering
Report Distribution:
Orig: JR Rose Development Companies (Grapevine, 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
G!
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.
(TM /JC)
Page 1 of 1