Sample Record for 2026-04-15-62
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001276 DEA: 043X1004 EFIS: 0425000198
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON--36.36
Work Description: 3X100 REPAIR SLIPOUT AT STILWATER COVE
Location Description: Son-001-PM36.36
Contractor Name: PRECISION GRADE, INC. (Christian Robertson)
Contractor Address: 129 N. Cloverdale Blvd. #7, Cloverdale, CA 95425
Resident Engineer: Harley Paulo Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-04-15-62
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: 04/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2026
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Compaction
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobiste
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: Bodega bay
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
Test
DIME Test ID: 2026-04-15-62-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 05/13/2026
Date Tested: 04/15/2026
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: Passed
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.22
|
|
Highest adjust wet density
|
2.35
|
|
Relative compaction
|
94
|
|
% Moisture
|
6.2 %
|
|
Optimum Moisture
|
10 %
|
Test
DIME Test ID: 2026-04-15-62-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 05/13/2026
Date Tested: 04/15/2026
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: Passed
Test Result Compliance: complies
Additional Comments When Verified:
|
Standard Count Density
|
31073 g/cc
|
|
Count or Density 1
|
25935 g/cc
|
|
Count or Density 2
|
24896 g/cc
|
|
Count or Density 3
|
25992 g/cc
|
|
Standard Count Moisture
|
8586 g/cc
|
|
Moisture Count 1
|
1719 g/cc
|
|
Moisture Count 2
|
1625 g/cc
|
|
Moisture Count 3
|
1693 g/cc
|
|
Sum of Count or Density
|
76823 g/cc
|
|
Average of Count or Density
|
25607.67 g/cc
|
|
Sum of Moisture Count
|
5037 g/cc
|
|
Average of Moisture Count
|
1679 g/cc
|
|
Calculated Percent Relative Compaction
|
94.5 %
|
|
Reported Percent Relative Compaction
|
95 %
|
