HomeMy WebLinkAbout94251218.0001.2025-03-26.Laboratory Compaction Characteristics Of SoilLABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94251218.0001
Service Date: 03/26/25 1801 Handley Ederville Rd
Report Date:03/31/25 Fort Worth, TX 76118-7102
Task:Earthwork Observations and Testing 817-268-8600 Reg No: F-3272
Client Project
Sawyers Construction, Inc (TX)121 Community Park
Attn: Randy Sawyers 2701 Ira E Woods Avenue
2307 Oak Lane Grapevine, TX
Suite 210
Grand Prairie, TX 75051 Project Number: 94251218
Material Information Sample Information
Source of Material:Native Sample Date:03/26/25 Sample Time:1330
Proposed Use:Playground, Court Sampled By:Ashley Weast-Faulk
Sample Location:Southwest Corner of Site, 3' Below Existing
Grade
Sample Description:Reddish Brown Clayey Sand with Trace of
Gravel
Laboratory Test Data Result Specifications
Test Procedure:ASTM D698 Liquid Limit:30
Test Method:Method B Plastic Limit:17
Sample Preparation:Wet Plasticity Index:13
Rammer Type:Mechanical In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):113.3 Passing #200 (%):30.6
Optimum Water Content (%):14.0
USCS: SC
Comments:
Services:Obtain a sample of fill material at the project site and return it to the laboratory. Prepare and test the sample for Moisture-Density
Relations and Atterberg Limits.
Terracon Rep.: Ashley Weast-Faulk
Reported To:
Contractor:
Report Distribution:
(1) Sawyers Construction, Inc (TX), Randy
Sawyers
(1) Sawyers Construction, Inc (TX), Brandy
Altonji
(1) Sawyers Construction, Inc (TX), Maribel
Cortez Reviewed By:_______________________________
Doyle Mackey
Senior Project Manager
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 identical materials.
Zero Air Voids Curve for Assumed Specific Gravity
2.70
232221201918171615141312111098
103
104
105
106
107
108
109
110
111
112
113
114
115
Water Content (%)
Dr
y
Un
i
t
We
i
g
h
t
(p
c
f
)
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