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Sample Record for 2025-02-20-60

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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: 2025-02-20-60
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: 02/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/30/2025
The quantity of what the sample constitutes: 4 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: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 43
HMA Mix Number: L230077A
Binder content (%): 4.8
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: SJR
RAP content (%): 15
WMA Additives: Yes
Antistrip type: -
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-02-20-60-2
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 01/14/2026
Date Tested: 01/09/2026
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:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 1
Core 1 ID A1
Dry Weight 1 1287.9 grams
Parrafin Coated Weight 1 1309.2 grams
Coated Weight in Water 1 710.1 grams
Theoretical Maximum Density 2.459

Test 2 of 2

DIME Test ID: 2025-02-20-60-3
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: 01/14/2026
Date Tested: 01/09/2026
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:
Test Result Compliance: complies
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 2514.9 grams
Mass of container filled with the sample and water for Sample 1 8967.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.459
Theoretical maximum density at 25°C (77°F) 2451.9 kg/m^3