Sample Record for 2025-12-09-56
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994443 DEA: 053307C4 EFIS: 0514000028
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41,46-44.5/45.3,54.0/57.8
Work Description: Wye Segment - Route 41/46 Separation
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Brian Harrington Structure Rep.: Dave Lewis
Sample Information
DIME Sample ID: 2025-12-09-56
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Dispute Resolution
Type of Material: Aggregate
Sample Taken Date: 12/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2026
The quantity of what the sample constitutes: 4 bags
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 25-07-07-85-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific Materials - Avenal
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-10-0006
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: Plant
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: 39AC34GGLM SPM SJR
Test Results
Test
DIME Test ID: 2025-12-09-56-1
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/05/2026
Date Tested: 01/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Despute from D- 5
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk specific gravity
|
2.597
|
|
Bulk specific gravity (SSD Basis)
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2.642
|
|
Apparent specific gravity
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2.720
|
|
Absorption
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1.7 %
|
Test
DIME Test ID: 2025-12-09-56-2
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/05/2026
Date Tested: 01/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Despute from D-5
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk SSD
|
|
Specific Gravity
|
2.631
|
|
Absorption
|
1.9 %
|
Test
DIME Test ID: 2025-12-09-56-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/05/2026
Date Tested: 01/16/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
82 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
68 %
|
|
Cumulative percent passing the #4 sieve
|
33 %
|
|
Cumulative percent passing the #8 sieve
|
16 %
|
|
Cumulative percent passing the #16 sieve
|
8 %
|
|
Cumulative percent passing the #30 sieve
|
6 %
|
|
Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
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3.1 %
|
