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Sample Record for 2024-06-28-65

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Project Information

Project ID: 994671 DEA: 010H8004 EFIS: 0118000110 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-254-4.3/4.7
Work Description: Project Name: Myers Flat Permanent Restoration
Location Description: Bridge No. 04E0041
Contractor Name: McCullough Construction Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Cody Long Structure Rep.: George Moore

Sample Information

DIME Sample ID: 2024-06-28-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Fortuna Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2024
The quantity of what the sample constitutes: 750 Tons, Lot 1-2
A brief description of the sample: HMA Type A SP R15 #23-154
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen Blue Lake Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number: 23 154

Test Results

Test 1 of 4

DIME Test ID: 2024-06-28-65-1
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 07/17/2024
Date Tested: 07/08/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 5
Bulk Specific Gravity 1 2.357
Bulk Specific Gravity 2 2.321
Bulk Specific Gravity 3 2.341
Bulk Specific Gravity 4 2.330
Bulk Specific Gravity 5 2.379
Percent of water absorbed by volume 1 0.29 %
Percent of water absorbed by volume 2 0.59 %
Percent of water absorbed by volume 3 0.47 %
Percent of water absorbed by volume 4 1.11 %
Percent of water absorbed by volume 5 0.26 %
Average Bulk Specific Gravity 2.346

Test 2 of 4

DIME Test ID: 2024-06-28-65-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/17/2024
Date Tested: 07/08/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 1 7,337.5 grams
Mass of oven-dry sample in air for Sample 1 2,638.0 grams
Mass of container filled with the sample and water for Sample 1 8,918.3 grams
Temperature of Water 75.2 °F
Specific Gravity for Sample 1 2.495
Theoretical maximum density at 25°C (77°F) 2488 kg/m^3

Test 3 of 4

DIME Test ID: 2024-06-28-65-3
Test Method: AASHTO T308-10: 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: 07/10/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3,996.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5,997.6 g
Mass of HMA Sample prior to ignition 2,001.5 g
Corrected Asphalt Binder Content 4.66 %
Mass Loss 116.2 g
Mass of aggregate remaining after ignition 1,885.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.15 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 900 F

Test 4 of 4

DIME Test ID: 2024-06-28-65-4
Test Method: AASHTO T308-10: 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: 07/17/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: Binder Content for RAP
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1,590.7 g
Corrected Asphalt Binder Content 6.70 %
Mass Loss 106.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 1000 F