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Sample Record for 2026-05-14-61

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: 2026-05-14-61
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: Hot Mix Asphalt
Sample Taken Date: 05/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2026
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

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 7
HMA Mix Number: 14851
Binder content (%): 4.8
Virgin binder PG: PG58-16
Design binder PG:
Binder Supplier:
RAP content (%): 25
WMA Additives:
Antistrip type:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-05-14-61-1
Test Method: AASHTO T308-25: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 06/04/2026
Date Tested: 05/14/2026
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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Corrected Asphalt Binder Content 4.73 %
Mass of HMA Sample prior to ignition 2016 g
Mass Loss 105.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.5 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F