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Sample Record for 2025-04-03-56

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

Project Information

Project ID: 1000539 DEA: 044K3004 EFIS: 0417000293 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-22.1/R23.0
Work Description: CONSTRUCT CONCRETE BARRIER AND INSTALL DRAINAGE SYSTEM.
Location Description: SOLANO COUNTY FROM 1.2 MILES EAST OF NORTH TEXAS STREET OVERCROSSING IN FAIRFIELD TO 0.1 MILE WEST OF CHERRY GLEN ROAD OVERCROSSING IN VACAVILLE
Contractor Name: GORDON N. BALL, INC.
Contractor Address: Unknown
Resident Engineer: isaiah lane Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-03-56
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: 04/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2025
The quantity of what the sample constitutes: two cylinders
A brief description of the sample: Structural Backfill Material
From where was the sample collected: Job Site
Laboratory sample identification: Rich_25_118
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan 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: Job Site
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: 2025-04-03-56-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/11/2025
Date Tested: 04/03/2025
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: structural backfill
Test Result Compliance: does not comply
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.22
Highest adjust wet density 2.37
Relative compaction 93
% Moisture 5.7 %
Optimum Moisture 9.7 %

Test 2 of 2

DIME Test ID: 2025-04-03-56-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/11/2025
Date Tested: 04/03/2025
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: structural backfill
Test Result Compliance: does not comply
Additional Comments When Verified:
Sum of Count or Density 80129 g/cc
Average of Count or Density 26709 g/cc
Sum of Moisture Count 4742 g/cc
Average of Moisture Count 1581 g/cc
Count Ratio Density 2.2
Count Ratio Moisture 2.37
Calculated Percent Relative Compaction 92.6 %
Reported Percent Relative Compaction 93 %