HomeMy WebLinkAboutLABORA~1CR0006, 05-13-22, Rev.8 Page 1 of 1
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:M7221137.0022L
Service Date: 06/12/23 20225 Cedar Valley Rd Ste 110
Report Date:06/13/23 Lynnwood, WA 98036-6365
425-742-9360
Client Project - M7221137
City of Renton WA City of Renton Gene Coulon Memorial Beach Park (T)
Attn: Alan J. Wyatt 1201 Lake Washington Blvd N
1055 S Grady Way Renton, WA
Renton, WA 98057-3232
Permit No.: C21005257
Material Information Sample Information
Source of Material:Cadman Pit A511 Sample Date:06/07/23
Proposed Use:Structural Backfill Sampled By:Joseph Allen
Sample Location:Site Stockpile
Sample Description:Sandy gravel
Laboratory Test Data Result Specifications
Test Procedure:ASTM D1557 Liquid Limit:
Test Method:Method D Plastic Limit:
Sample Preparation:Dry Plasticity Index:
Rammer Type:Mechanical In-Place Moisture (%):
Maximum Dry Unit Weight (pcf):137.9
Optimum Water Content (%):8.8
AASHTO:
Comments:
Services:Special Inspection/Materials Testing
Mayes/Terracon Rep.: Aaron Vanderpol
Reported To:
Contractor:American Construction Company Inc
Report Distribution:
(1) City of Renton WA, Alan J. Wyatt (1) American Construction Co Inc, Aaron
McMahill
(1) American Construction Co Inc, John Blair (1) Mayes Testing Engineers, Inc, Jim Kay
Reviewed By:_______________________________
(1) WSP USA Inc, Garth Nelson, P.E.Barry Tuttle
Project Field 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 andshall 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 thelocation(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
1110987136
137
138
139
140
Water Content (%)Dry Unit Weight (pcf)
CT0002, 5/28/23 Rev.9 Page 1 of 1
20225 Cedar Valley Rd Ste 110
Lynnwood, WA 98036-6365
425-742-9360
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:M7221137.0022L
Service Date: 06/12/23
Report Date:06/13/23
Task:
Client Project
City of Renton WA City of Renton Gene Coulon Memorial Beach Park (T)
Attn: Alan J. Wyatt 1201 Lake Washington Blvd N
1055 S Grady Way Renton, WA
Renton, WA 98057-3232
Project No.M7221137
Laboratory Reference #329
Sample Description:Silty Sand with Gravel Delivered By:JA
Sample Location:Site Stockpile Date Sampled:6/7/2023 Date Delivered:6/7/2023
Supplier of Material:Cadman Pit A511 Sampled By:JA
Proposed Use:Structural Backfill
SP
Test Results:
Sieve Analysis (C136, C117)
See attached analysis sheet
PROCTOR TEST RESULTS
Test Method: ASTM D-1557 Method C / C 127 / D 4718 (if needed)
137.9 pcf @ 8.8 %
See attached analysis sheet
Material sampled in accordance with appropriate standard. (ASTM D75, AASHTO T2)
Services:Special Inspection/Materials Testing
Tested By:Aaron Vanderpol
Report Distribution
(1) City of Renton WA, Alan J. Wyatt (1) American Construction Co Inc, Aaron McMahill
(1) American Construction Co Inc, John Blair (1) Mayes Testing Engineers, Inc, Jim Kay Reviewed By:____________________________________
(1) WSP USA Inc, Garth Nelson, P.E.Barry Tuttle
Project Field Manager
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.
10029 S. Tacoma Way, Suite E-2 Ph 253-584-3720
Tacoma, WA 98499 Fax 253-584-3707
Client:City of Renton Report Date:6/13/2023
1055 South Grady Way Date Tested:6/12/2023
Project:City of Renton Gene Coulon Memorial Beach Park Project Number:M7221137
Test Method:ASTM D-1557 Method C / C 127 / D 4718 (if needed)Lab Number:329
Wet Preparation Mechanical X
Dry Preparation X Hand Tamper Optimum Water Content %8.8
Max Dry Density lbs/ft3 137.9
Source of Sample:Cadman Pit A511
Description of Sample: Silty Sand with Gravel Sieve Size Percent Retained
Bulk Specific Gravity of Oversize: 2.69 3/4 15%
2.70 3/8 31%
133.7 #4 43%
Tested By:AVP
As Received Moisture
Information in this report applies only to the actual samples tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc.
Zero Void line plotted at a Specific Gravity of:
Maximum Density Uncorrected:
Date Received: 6/7/2023
Moisture Density Relationship Test
Test Results
Sieve Analysis
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0Dry Density. lbs/ft3Water Content, % of dry Weight
Maximum Dry Density
137.9 pcf
Optimum Water Content8.8 %
M7221137_06112023_PROCspreadsheet/6/13/2023 MTE Form # 149, Rev 2, 6/02