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Sample Record for 2026-05-11-55

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001723 DEA: 050N7064 EFIS: 0524000077 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-10.9/12.3
Work Description: SB 101 - Segment 4E North - Cabrillo
Location Description:
Contractor Name: Granite Construction
Contractor Address: P.O. Box. 6744, Santa Barbara, CA
Resident Engineer: Tristan Gebhart Structure Rep.: Josh Madrigal

Sample Information

DIME Sample ID: 2026-05-11-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 05/11/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2026
The quantity of what the sample constitutes: 0-750 Tons
A brief description of the sample: 3/4 HMA SP R25
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Santa Paula

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-19-0046
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: deposited pile @ 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: 1
Sublot number: 4
Aggregate Mix Number: 14851
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-05-11-55-1
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/04/2026
Date Tested: 05/12/2026
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes

Test

DIME Test ID: 2026-05-11-55-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 06/04/2026
Date Tested: 05/12/2026
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 81

Test

DIME Test ID: 2026-05-11-55-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/04/2026
Date Tested: 05/12/2026
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
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) -0.6 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.5 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -2.2 %
Aggregate correction factor for the #4 sieve (% passing) -1 %
Aggregate correction factor for the #8 sieve (% passing) -0.7 %
Aggregate correction factor for the #16 sieve (% passing) -0.8 %
Aggregate correction factor for the #30 sieve (% passing) -1.1 %
Aggregate correction factor for the #50 sieve (% passing) -1.1 %
Aggregate correction factor for the #100 sieve (% passing) -0.8 %
Aggregate correction factor for the #200 sieve (% passing) -0.5 %
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 96 %
Cumulative percent passing the 1/2 in. sieve 87 %
Cumulative percent passing the 3/8 in. sieve 80 %
Cumulative percent passing the #4 sieve 62 %
Cumulative percent passing the #8 sieve 46 %
Cumulative percent passing the #16 sieve 34 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 5.4 %