ST0701-LR100106LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94091 193.0055
i►
Service Date: 12/23/09 8901 Carpenter Frwy.
Report Date: 01 /06 /10 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 9478 Coppell, TX
Coppell, TX 75019
(t) city orcoppell TX
Material Information
Source of Material: Treated on -site
Proposed Use: Pavingsubgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf):79.1.
Optimum Water Content ('X,; 38.2
(2) Hnlff Assoc Inc
81
V 80
CL
79
78
77
7 76
75
O
74
Comments:
Services: Moisture - Density Relations
Terracon Rep:Francisco.l. Morillo
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) cih of coppcll "rx
(1) city of C oppell Tx
(1) Lac) Conslluction
Project Number 94091193
Sample Information
Sample Date: 12/23/09
Sampled By: Francisco J. Morillo
Sample Location: Southwestern Boulevard, Sta. 3 +50
Sample Description: Dark gray clay (lime treated)
Result Specifications
Liquid Limit: 46
Plastic Limit: 39
Plasticity Index: 7
(1) PacTrust Pacific Realty Associates LP
Zero Air Voids Curve for Assumed
Specific Gravity 2.65
36 37 38 39 40 41
Reviewed By:
Water Content ( %)
�
Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D698, 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 clie
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicabl
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.
FIELD DENSITY TEST REPORT
Report Number: 94091 193.0057 Irerracon
Service Date: 12/28/09 8901 Carpenter Frwy.
Report Date: 01 /06 /10 Dallas, TX 75247
214- 630 -1010 Reg No F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Mat. Proctor
No. Rct'. No.
1 94091193.0055
Field Test Data
Classification and Description
Dark gray clay (lime treated)
Test
No. Test L ocation
Laboratory
Test Method
ASTM D698
Probe
Lift / Mat. Depth
Elev. No. (in)
Southwestern Boulevard, Northbound
24 Sta.2 +00 Final
25 Sta.4 +00 Final
26 Sta.6 +00 Final
Wet
Density
(Pcf)
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum
Content
Weight
Content
Compaction
( %)
(PC')
( %)
( %)
38.2
79.1
-2/ +4
95
Water Water Dry Unit Percent
Content Content Weight Compaction
(Pcf) ( %) (Pcf) ( " / t)
110.1 31.2 39.5 78.9 100
110.3 31.7 40.3 78.6 99
109.4 31.9 41.1 77.5 98
Gauge ID: 35367
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compnntinn tnri r„at- .ri;,l mnictnrr+
condition.
Terracon Rep.: .Julio R. Perez Started: 0830
Reported To: Gerardo Mendoza Finished: 1230
Contractor: Lacy Construction
Report Distribution:
(1) City ol'CoppelI Tx (1) City or Coppell TX Reviewed By:
(1) Cily or C'oppelI Tx (2) HalfrAssoc Inc
(1) Lacy Conslnnic6on (1) PacTrust Pacific Really Associates LP
Test Methods: ASTM D6938
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.
cROW7.4J11.11 R-.a Page 1 of I
Senior Project Manager