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Sample Record for 2024-02-23-42

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-6.4/6.8
Work Description: Excavation, HMA, structural concrete, minor concrete and drainage.
Location Description: IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
Contractor Name: OC Jones (Will Dieterich)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Maxime Dabilly Structure Rep.: Eric Urementa

Sample Information

DIME Sample ID: 2024-02-23-42
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 02/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2024
The quantity of what the sample constitutes: 2 6x12 cylinders
A brief description of the sample: SOIL COMPACTION
From where was the sample collected: Job Site
Laboratory sample identification: Rich_24_009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native soil

Material Information

The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Job site
Where the material sample would have been placed if not sampled: yes
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-02-23-42-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 03/29/2024
Date Tested: 02/23/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.15
Highest adjust wet density 2.32
Relative compaction 93
% Moisture 9.0 %
Optimum Moisture 9.0 %

Test 2 of 2

DIME Test ID: 2024-02-23-42-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 03/29/2024
Date Tested: 02/23/2024
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Standard Count Density 32386 g/cc
Count or Density 1 26318 g/cc
Standard Count Moisture 38713 g/cc
Moisture Count 1 23871 g/cc
Sum of Count or Density 26318.00 g/cc
Average of Count or Density 26318.00 g/cc
Sum of Moisture Count 23871.00 g/cc
Average of Moisture Count 23871.00 g/cc
Count Ratio Density 0.81
Count Ratio Moisture 0.62
Calculated Percent Relative Compaction 93 %
Reported Percent Relative Compaction 93 %