Print Report | Back to Sample Detail

Sample Record for 2025-08-14-45

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: 0422825 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: Gary Tsigelman Structure Rep.: Eric Urementa

Sample Information

DIME Sample ID: 2025-08-14-45
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: Aggregate
Sample Taken Date: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2025
The quantity of what the sample constitutes: 2 cilinders
A brief description of the sample: 2 cilinders
From where was the sample collected: Job Site
Laboratory sample identification: Rich_25_368
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
The fabricator's/manufacturer's product name for the sample: Class 2 AB -Virgen
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Roadway
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-08-14-45-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/15/2025
Date Tested: 08/14/2025
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: Gilman ST Round About Compaction Test
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.38
Highest adjust wet density 2.44
Relative compaction 98
% Moisture 10.1 %
Optimum Moisture 10.1 %

Test 2 of 2

DIME Test ID: 2025-08-14-45-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/15/2025
Date Tested: 08/14/2025
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: Compaction Passed
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 62900 g/cc
Average of Count or Density 20966 g/cc
Sum of Moisture Count 7278 g/cc
Average of Moisture Count 2426 g/cc
Count Ratio Density 2.38
Count Ratio Moisture 0.22
Calculated Percent Relative Compaction 97.5 %
Reported Percent Relative Compaction 98 %