ST9301-LR050331 R one Q E ■ ■ VV VV f i r Q Q r i n `'1w 8908 Ambassador Row, Dallas, TX 75247
v 2696 Gravel Drive, Fort Worth, TX 76118
O� 2,,. O CP 6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
PLASTICITY INDEX OF SOILS
Client: City of Coppell Report No.: 230635
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 03/29/2005
Coppell TX 75019 Report Date: 03/31/2005
Project: East Sandy Lake Road
ST 93 -01
Services: Obtain a sample of material and bring back to the laboratory for testing to determine the liquid limit, plastic limit and the plasticity index.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company SAMPLE LOCATION: On Site
SOURCE OF MATERIAL: On Site SAMPLED BY: M. Knox
SAMPLE PREPARATION: Wet SOIL DESCRIPTION: Tan Calcareous Sandy Clay w/
TEST METHOD: TEX -104E limestone fragments
TEX -105 E CLASSIFICATION:
TEX -106E
REPORT OF TEST
LIQUID LIMIT DETERMINATION
LIQUID LIMIT: 40
PLASTIC LIMIT: 18
48
PLASTICITY INDEX: 22
Water 46
Content, w
44
42
40
NON
5 10 20 30 40
Number of blows
Technician: Marshall Knox Ro r s
Report Distribution:
(1 City of Coppell /
(1) City ofCoppell Clay Stark
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.
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