Sample Record for 2024-08-28-120
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-6.4/6.8
Work Description: Excavation, HMA, structural concrete, minor concrete and drainage.
Location Description: IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
Contractor Name: OC Jones (Will Dieterich)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Gary Tsigelman Structure Rep.: Eric Urementa
Sample Information
DIME Sample ID: 2024-08-28-120
TL Number from the TL Form: C290
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: 08/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2024
The quantity of what the sample constitutes: 3 cylinders
A brief description of the sample: Class 2 AB virgen
From where was the sample collected: Job Site
Laboratory sample identification: C290
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
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: Roadyway
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 1 of 2
DIME Test ID: 2024-08-28-120-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 10/10/2024
Date Tested: 08/28/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
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2.31
|
|
Highest adjust wet density
|
2.33
|
|
Relative compaction
|
99
|
|
% Moisture
|
7 %
|
|
Optimum Moisture
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11 %
|
Test 2 of 2
DIME Test ID: 2024-08-28-120-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 10/10/2024
Date Tested: 08/28/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Sum of Count or Density
|
72653 g/cc
|
|
Average of Count or Density
|
24218 g/cc
|
|
Sum of Moisture Count
|
5879 g/cc
|
|
Average of Moisture Count
|
1960 g/cc
|
|
Count Ratio Density
|
2.31
|
|
Count Ratio Moisture
|
0.15
|
|
Calculated Percent Relative Compaction
|
99.1 %
|
|
Reported Percent Relative Compaction
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99 %
|