Sample Record for 2026-03-13-29
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000259 DEA: 050N74V4 EFIS: 0522000043
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.2/9.7
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING
Contractor Name: Granite Construction Company
Contractor Address: P.O. Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen
Sample Information
DIME Sample ID: 2026-03-13-29
TL Number from the TL Form: 4DS0108
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: 03/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 03/13/2026
The quantity of what the sample constitutes: 110 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: 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: 8
Aggregate Mix Number: 14342
Test Results
Test
DIME Test ID: 2026-03-13-29-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/23/2026
Date Tested: 03/19/2026
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:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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|
Cumulative percent passing the 3/4 in. sieve
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99 %
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Cumulative percent passing the 1/2 in. sieve
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80 %
|
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Cumulative percent passing the 3/8 in. sieve
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72 %
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Cumulative percent passing the #4 sieve
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53 %
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Cumulative percent passing the #8 sieve
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39 %
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Cumulative percent passing the #16 sieve
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30 %
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Cumulative percent passing the #30 sieve
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22 %
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Cumulative percent passing the #50 sieve
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15 %
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Cumulative percent passing the #100 sieve
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9 %
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Cumulative percent passing the #200 sieve
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5.7 %
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Test
DIME Test ID: 2026-03-13-29-2
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: 03/23/2026
Date Tested: 03/19/2026
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:
