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Sample Record for 2025-09-26-19

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

Project Information

Project ID: 1000568 DEA: 043J2604 EFIS: 0415000110 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,CC-80,680-5.9/6.4,16.9/17.1
Work Description: INSTALL CB, WROUGHT IRON FENCE, MODIFY LIGHTING SYSTEMS AND HMA.
Location Description: ALAMEDA AND CONTRA COSTA COUNTIES IN BERKELEY AND PLEASANT HILL ON ROUTE 80 FROM UNIVERSITY AVENUE OVERCROSSING TO GILMAN STREET UNDERCROSSING AND ON ROUTE 680 FROM OAK PARK BOULEVARD OVERCROSSING TO CONTRA COSTA BOULEVARD OVERCROSSING
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 fourth st, berkeley, CA 94710
Resident Engineer: Glenn Faustin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-26-19
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: 09/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2025
The quantity of what the sample constitutes: 2 cilinders
A brief description of the sample: 3/4" Recycled class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification: Rich_25_449
Structure unique identifier:
Structure name: D.I Trench
The fabricator/manufacturer/facility name: ARGENT Materials

Material Information

Source Identification (SMARA, name of Pit or Job Site): Jobsite
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Jobsite
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: 2025-09-26-19-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 09/29/2025
Date Tested: 09/26/2025
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: RETEST
Test Result Compliance: complies
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.12
Highest adjust wet density 2.19
Relative compaction 97
% Moisture 14 %
Optimum Moisture 14 %

Test 2 of 2

DIME Test ID: 2025-09-26-19-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 09/29/2025
Date Tested: 09/26/2025
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: RETest
Test Result Compliance: complies
Additional Comments When Verified:
Sum of Count or Density 147364 g/cc
Average of Count or Density 49121 g/cc
Sum of Moisture Count 5784 g/cc
Average of Moisture Count 1928 g/cc
Count Ratio Density 2.12
Count Ratio Moisture 2.19
Calculated Percent Relative Compaction 96.8 %
Reported Percent Relative Compaction 97 %