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Sample Record for 2023-11-20-50

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Project Information

Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.9/10.6
Work Description: SB 101 4D North San Ysidro to Olive Mill
Location Description: In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Josh Madrigal

Sample Information

DIME Sample ID: 2023-11-20-50
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: 11/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2023
The quantity of what the sample constitutes: 0-750 Tons
A brief description of the sample: 3/4 HMA COLDFEED
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: Side to Side Discharge
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: 5
Aggregate Mix Number: 13762
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-11-20-50-1
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: 12/05/2023
Date Tested: 11/20/2023
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 84

Test 2 of 2

DIME Test ID: 2023-11-20-50-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/05/2023
Date Tested: 11/20/2023
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:
What type of gradation is being tested? HMA Gradation
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 81 %
Cumulative percent passing the 3/8 in. sieve 73 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 38 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 19 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 3.9 %