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Sample Record for 2025-12-09-55

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Project Information

Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-41,46-44.5/45.3,54.0/57.8
Work Description: Wye Segment - Route 41/46 Separation
Location Description:
Contractor Name: Atkinson Construction
Contractor Address: 18201 Von Karman - Suite 800, Irvine, CA 92612
Resident Engineer: Brian Harrington Structure Rep.: Dave Lewis

Sample Information

DIME Sample ID: 2025-12-09-55
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: Hot Mix Asphalt
Sample Taken Date: 12/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2026
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: Dispute Sample
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-03-20-69-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 4
Sublot number: 30
HMA Mix Number: 39AC34GGASA
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type: -
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2025-12-09-55-1
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: 02/05/2026
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 Target 7.50% Tested 7.71%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3929.8 g
Mass of the specimen and specimen basket assembly prior to ignition 6034.3 g
Corrected Asphalt Binder Content 7.71 %
Mass of HMA Sample prior to ignition 2104.5 g
Mass Loss 183 g
Mass of aggregate remaining after ignition 1921.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.99 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2025-12-09-55-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 02/05/2026
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: D-5 Dispute
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.263
Bulk Specific Gravity 2 2.252
Bulk Specific Gravity 3 2.259
Average Bulk Specific Gravity 2.258

Test

DIME Test ID: 2025-12-09-55-5
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 02/05/2026
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: D-5 Dispute
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2526.8 grams
Mass of container filled with the sample and water for Sample 1 8926.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.348
Theoretical maximum density at 25°C (77°F) 2341.2 kg/m^3