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Sample Record for 2025-10-27-52

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Project Information

Project ID: 1000540 DEA: 051Q03U4 EFIS: 0524000192 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO,KER-46-60.3/60.8,0.0/0.4
Work Description: VERTICAL CURVE AND EXTEND EXISTING TRUCK CLIMBING LANE.
Location Description: SAN LUIS OBISPO AND KERN COUNTIES NEAR CHOLAME FROM 2.0 MILES EAST OF ANTELOPE ROAD TO 0.4 MILE EAST OF THE KERN COUNTY LINE.
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Andrew Borelli Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-27-52
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: 10/27/2025
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:
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: 2
Sublot number: 11
Aggregate Mix Number: 39AC34LMA
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2025-10-27-52-1
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 01/21/2026
Date Tested: 01/15/2026
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity 2.494
Bulk specific gravity (SSD Basis) 2.579
Apparent specific gravity 2.725
Absorption 3.4 %

Test 2 of 4

DIME Test ID: 2025-10-27-52-2
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 01/21/2026
Date Tested: 01/15/2026
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: Does Not Comply
Test Result Compliance: does not comply
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 1.982
Absorption 1.7 %

Test 3 of 4

DIME Test ID: 2025-10-27-52-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/21/2026
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: Complies
Test Result Compliance: complies
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 79 %
Cumulative percent passing the 3/8 in. sieve 64 %
Cumulative percent passing the #4 sieve 44 %
Cumulative percent passing the #8 sieve 27 %
Cumulative percent passing the #16 sieve 15 %
Cumulative percent passing the #30 sieve 10 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 4 %

Test 4 of 4

DIME Test ID: 2025-10-27-52-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/21/2026
Date Tested: 01/20/2026
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 1.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -2.5 %
Aggregate correction factor for the #4 sieve (% passing) -3.5 %
Aggregate correction factor for the #8 sieve (% passing) -1.2 %
Aggregate correction factor for the #16 sieve (% passing) 0.6 %
Aggregate correction factor for the #30 sieve (% passing) 1.1 %
Aggregate correction factor for the #50 sieve (% passing) 1.8 %
Aggregate correction factor for the #100 sieve (% passing) 1.7 %
Aggregate correction factor for the #200 sieve (% passing) 1.5 %
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 100 %
Cumulative percent passing the 1/2 in. sieve 99 %
Cumulative percent passing the 3/8 in. sieve 83 %
Cumulative percent passing the #4 sieve 51 %
Cumulative percent passing the #8 sieve 37 %
Cumulative percent passing the #16 sieve 29 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 9.9 %