Gateway BP(1.4)-LR180330CR0006, 10-16-13, Rev.7 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94171346.0163
Service Date: 03/30/18 8901 Carpenter Fwy Ste 100
Report Date:04/13/18 Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Client Project
Haverty Furniture Co Inc Haverty's Warehouse Expansion
Attn: Glenn Boone 770 Gateway Blvd
780 Johnson Ferry Rd NE Ste 800 Coppell, TX 75019
Atlanta, GA 30342
Project Number: 94171346
Material Information Sample Information
Source of Material:Native Sample Date:03/30/18
Proposed Use:Lime treated subgrade Sampled By:Stephen Vogel
Sample Location:North paving area
Sample Description:Tan/ Dark Brown Clay (Lime Treated)
Laboratory Test Data Result Specifications
Test Procedure:ASTM D698 Liquid Limit:66
Test Method:Method B Plastic Limit:51
Sample Preparation:Wet Plasticity Index:15
Rammer Type:Mechanical In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):84.7 Passing #200 (%):10.1
Optimum Water Content (%):31.1
USCS:
Comments:
Services:Moisture-Density Relations
Terracon Rep.: Stephen Vogel
Reported To:
Contractor:
Report Distribution:
(1) Haverty Furniture Co Inc, Glenn Boone (1) City of Coppell TX, Marcus Marion
(1) Kajima Building & Design Group Inc., Craig
Farwick
(1) Kajima Building & Design Group Inc., Juan
Hernandez Reviewed By:_______________________________
(1) Kent Companies, George Sellers (1) Macgregor Assoc Architects, Muhammed
Dikko Joel Warriner, P.E.
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
414039383736353433323130292878
79
80
81
82
83
84
85
86
87
Water Content (%)Dry Unit Weight (pcf)