Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002087 DEA: 043AA904 EFIS: 0420000066
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-131-1.95
Work Description: 3AA90 INSTALL SOLDIER PILE AND LAGGING WALL, AND RECONSTRUCT - Hwy 131 PM 1.95
Location Description:
Contractor Name: Julio Gallardo
Contractor Address: Unknown
Resident Engineer: Andrew Wong Structure Rep.: Unknown
DIME Sample ID: 2026-06-24-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 385-7413
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 06/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2026
The quantity of what the sample constitutes: baserock
A brief description of the sample: Class 2 AB
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: dutra
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: jobsite
Where the material sample would have been placed if not sampled:
DIME Test ID: 2026-06-24-27-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 06/26/2026
Date Tested: 06/24/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test: failed
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.05
|
|
Highest adjust wet density
|
2.37
|
|
Relative compaction
|
86
|
|
% Moisture
|
6 %
|
|
Optimum Moisture
|
8 %
|
DIME Test ID: 2026-06-24-27-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 06/26/2026
Date Tested: 06/24/2026
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Blvd.,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94804
Organization Email: ignacio.arechiga@dot.ca.gov
Organization Phone: (510) 385-7413
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Sum of Count or Density
|
94696 g/cc
|
|
Average of Count or Density
|
31565 g/cc
|
|
Sum of Moisture Count
|
5292 g/cc
|
|
Average of Moisture Count
|
1764 g/cc
|
|
Calculated Percent Relative Compaction
|
85.8 %
|
|
Reported Percent Relative Compaction
|
86 %
|
