HomeMy WebLinkAbout04249 Renton WA.Rpt.0001L.2024-03-16.Laboratory Compaction Characteristics Of Soil.GREENLABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:M7241122.0001L
Service Date: 03/16/24 20225 Cedar Valley Rd Ste 110
Report Date:03/18/24 Lynnwood, WA 98036-6365
Task:Laboratory Services 425-742-9360
Client Project - M7241122
Chick-fil-A Inc Chick-fil-A #04249 Renton, WA (T)
Attn: Kari Teresa 375 Rainier Ave S
5200 Buffington Road Renton, WA 98055
Atlanta, GA 30097-3508
Permit No.: C23000412
Material Information Sample Information
Source of Material:Franklin Pit Sample Date:03/15/24 Sample Time:1200
Proposed Use:back fill Sampled By:Joseph Allen
Sample Location:Franklin Pit
Sample Description:2" minus Pit Run Type 17
Laboratory Test Data Result Specifications
Test Procedure:ASTM D1557 Liquid Limit:
Test Method:Method C Plastic Limit:
Sample Preparation:Dry Plasticity Index:
Rammer Type:Mechanical In-Place Moisture (%):
Passing 3/4" (%):81.0
Passing 3/8 " (%):64.0
USCS: Poorly graded gravel with sand
Oversized Particles (%):19.0
Moisture (%):0.7
Sieve for Oversize Fraction:3/4
Assumed Bulk Specific Gravity
of Oversized Particles:2.8
Corrected for Oversized Particles (ASTM D4718)
Maximum Dry Unit Weight (pcf):136.5
Optimum Water Content (%):4.4
Uncorrected Values
Maximum Dry Unit Weight (pcf):129.9
Optimum Water Content (%):5.2
Comments:
Services:Special Inspection/Materials Testing
Terracon Rep.: Aaron Vanderpol
Reported To:
Contractor:ESI Construction
Report Distribution:
See attached distribution list.
Reviewed By:_______________________________
Aaron Vanderpol
Group Manager
Test Methods:ASTM D698, ASTM D4318, ASTM D4647, ASTM D4718
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 Gravity2.80
121110987654321128
129
130
131
132
133
134
135
136
137
138
139
Water Content (%)Dry Unit Weight (pcf)CR0006, 05-13-22, Rev.8 Page 1 of 1
Report Date:
Service Date:
Report Number:
Task:
M7241122.0001L
03/16/24
03/18/24
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360Laboratory Services
Distribution List
Distribution Page
(1) Chick-fil-A Inc, Kari Teresa
(1) Barghausen Consulting Engineers, Inc., Alex Bell
(1) City of Renton WA, Development Engineering
(1) ESI Construction Inc, Eric Quevedo
(1) ESI Construction Inc, Jim Hibbard
(1) Jones Lang Lasalle, Agustin Solaberrieta
(1) Jones Lang Lasalle, Maggie Nuckols
(1) Mayes Testing Engineers, Inc, Belinda Rix
(1) Mayes Testing Engineers, Inc, Myndi Kraft