Magnolia Rest-LR030710Ro gJneers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
PLASTICITY INDEX OF SOILS
Client:
Purple Mountain Construction Services
Arm: Mr. Jeff Burkham
4712 Memphis St.
Dallas TX 75207
Report No.: 190479
Project No.: 037748
Date of Service: 07/09/2003
Report Date: 07/10/2003
Project: Deliman Grili
605 N. Denton Tap Road
Coppell, TX
Services: Obtain a sample ofmateriaI and bring back to the laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
PROJECT DATA
CONTRACTOR: Purple Mountain Construction
SOURCE OF MATErnaL: Building pad
SAI~PLE PREPARATION: Wet
TEST M~THOD: ASTM D-4318
SAMPLE LOCATION: 20'S, 25'E of NW~ comer
SAMPLED BY: Jarrod Miller
SOIL OESCmPTION: Light Brown Clayey Sand
CLASSIFICATION:
REPORT OF TEST
LIQUID LIMIT: 38
REQUIREMENTS
LIQUID LIMIT DETERMINATION
PLASTIC LIMIT: 13
PLASTICITY INDEX: 25*
Range 6 - 16
Water
Content, w
46
44
42
An asterisk (*) appears next to test results
which do NOT meet the project
specifications as notes above.
Technician: Jarrod Miller
Report Distribution:
(l) Pmple Mountain Construction Services
40
38
5 10 20 30 40
Number of blows
(~?.A~yJStark
-Projec~ 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, performance, ete.) 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 Engineers, Ltd.
05 Page 1 of I
RoneEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
PLASTICITY INDEX OF SOILS
Client:
Purple Mountain Construction Services
Attn: Mr. JeffBurkham
4712 Memphis St.
Dallas TX 75207
Report No.: 190480
Project No.: 037748
Date of Service: 07/09/2003
Report Date: 07/10/2003
Project: Deliman Grill
605 N. Denton Tap Road
Coppell, TX
Services: Obtain a sample of material and bring back to the laboratory for testing to determine the liquid limit, plastic Iimit and the plasticity index.
PROJECT DATA
CONTRACTOR: Purple Mountain Construction
SOURCE OF MATERIAL: On site stockpile
SAMPLE PREPARATION: Wet
TEST METHOD: ASTM D-4318
SAMPLE LOCATION: On site stockpile
SAMPLED BY: Jarrod Miller
SOIL DESCRIPTION: Light Brown Clayey Sand
CLASSIFICATION:
REPORT OF TEST
LIQUID LIMIT: 36
REQUIREMENTS
LIQUID LIMIT DETERMINATION
PLASTIC LIMIT: 13
PLASTICITY INDEX: 23*
Range 6 - 16
Conten~ w
44
42
40
An asterisk (*) appears next to test results
which do NOT meet the project
specifications as notes above.
Technician: Jan-od Miller
Report Distribution:
(I) Purple Mountain Construction Services
38
36
5
10 20 30 40
Number of blows
P~ ect 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, performance, 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 wri~n approval of Rone Engineers, Ltd.
05 Page 1 of 1