ST0701-LR090903LABORATORY COMPACTION CHARACTERISTI CS OF SOIL REPORT
Report Numbel : 94091 ]93.0001
Service Datc: OS/26/09 8901 Carpenter Frwy.
Report Date: 09/03/09 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: I<eilh Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number 94091193
Material Information Sample Information
Source oi' Material: Native material Sample Date: 08/26/09
Proposed Use: Common Fill Sampled By: 7aines C. Blackwell
Sample Location: Sta. 1+00
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample ('reparation: Wet
Kammer Type: Mechanical
Maximum Dry Unit Weight (pct): 106.4
Optimum Water Content ('%~): 18.1
Sample Description: Light brown and gray sandy clay
Result Specifications
Liquid Limit: 44
Plastic Limit: 17
Plasticity Index: 27
Passing #200 (%.): 65.8
USCS: CL
106
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
~. 107 _..--- r I I
O. 106 ~' ----- --
~ io4 ___~ ~--- -- a--
103 -.--i , _... ~~~ ---} -~-
•c 102 ~----~ - _- -~ t-
~ 101 --~~ ' I--I-
p 100 --~ -I I I~- I
99 ' ~---
14 16 16 17 10 19 20 21 212 23 24
Water Content (%)
Comments:
Services: Nloisfure-Density Relations
Terracon Rep:.lames C. Blackwell
Reported To:
Contractor: Lacy Construction
Report Distribution:
(I) Ci ry u I' Cuppcl I 'I :\ (I) City of Coppel I TX
(I) City uf('uppcll'1'X (2) I1aI1TAssoc Inc
Reviewed By:
(I 1 Lacy Cunstrucli~ui (I) PacTrust Pacilic Renlly Associates LP
Eric 7. Cleveland, P.E.
Senior Project Manager
Test Methods: AS"1'M D698, ASTM D1140, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94091193.0002
Service Datc: 08/26/09 8901 CatTenter Frwy.
Report Date: 09/03/09 a Dallas, TX 75247
214-630-1010 Reg No:F-3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 947S Coppell, TX
Coppell, T\ 75019
Project Number 94091193
Material Information Sample Information
Sow•ce of ~~laterial: Native material Sample Date: 08/26/09
Proposed Use: Common Pill
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Ram-ner 'type: Mechanical
Maximum Dry Unit Weiglr.t (pcf): 94.6
Optimum 1'V:iter Content ('%~): 24.2
Sampled By: James C. Blackwell
Sample Location: Sta. 4+50
Sample Description: Dark brown clay, with sand
Result Specifications
Liquid Linut: 60
Plastic Limit: 23
Plasticity Index: 37
Passing #200 (%): 77.6
USCS: CI-I
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
s7
~, ss
4. 95
94
~ 93
92
91
a+
C 90
~ 89
~ OB
B7
17 10 19 20 21 22 23 24 25 26 Z7 28 29 30 31 32 33
Water Content (%)
Comments:
Services: Moisture-Density Relations
Terracon Rep: James C. Blackwell
Reported To:
Conh•actor: Lacy Construction
Report Distribution:
(I) Ciry ul' C,yilull'I'S
(I) C'i1y nl'Cnppcll'I'X
11) Lacy ('nnxtructiun
(I) City of Coppell TX
(2) I-Iulll'Ass°c Inc
Reviewed By:
(I) PocTntst Pacilic Realty Associates LP
Test Methods: ASTM D698, ASTM D1140, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or ideniical materials.