Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208647 DEA: 060P3904 EFIS: 0612000152
QA Service Level: 2
DIST-CO-RTE-PM: 06-FRE-99-
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-02-06-40
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: 02/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/06/2026
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Recycle Class 2 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: Rich _26_101
Structure unique identifier:
Structure name: HWY 80
The fabricator/manufacturer/facility name: Dutra Materials Richmond
The fabricator's/manufacturer's product name for the sample: Recycle Class 2 AB
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: job site west bound off Ramp
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-02-06-40-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/20/2026
Date Tested: 02/06/2026
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: Native material
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.07
|
|
Highest adjust wet density
|
2.19
|
|
Relative compaction
|
95
|
|
% Moisture
|
10.1 %
|
|
Optimum Moisture
|
12 %
|
DIME Test ID: 2026-02-06-40-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/20/2026
Date Tested: 02/06/2026
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 of Native Materials - Sandy Clay
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
98974 g/cc
|
|
Average of Count or Density
|
32991 g/cc
|
|
Sum of Moisture Count
|
7042 g/cc
|
|
Average of Moisture Count
|
2347 g/cc
|
|
Count Ratio Density
|
2.07
|
|
Count Ratio Moisture
|
2.19
|
|
Calculated Percent Relative Compaction
|
95.39 %
|
|
Reported Percent Relative Compaction
|
95 %
|
