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Sample Record for 2024-04-23-45

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Project Information

Project ID: 993231 DEA: 010B5304 EFIS: 0114000035 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-162-11.5/11.8
Work Description: Rodeo Creek Slide II
Location Description: MENDOCINO COUNTY NEAR DOS RIOS FROM 1.5 MILES TO 1.7 MILES EAST OF RODEO CREEK BRIDGE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 200 Dinsmore Dr., Fortuna, CA 95502
Resident Engineer: Roozbeh Hadipour Structure Rep.: Behdad Saebi

Sample Information

DIME Sample ID: 2024-04-23-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2024
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser A

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-04-23-45-1
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: 04/26/2024
Date Tested: 04/25/2024
Submitted By Organization: CT D01 - District 1 Materials 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:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1706.6 g
Corrected Asphalt Binder Content 5.32 %
Mass Loss 1598.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2024-04-23-45-2
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: 04/26/2024
Date Tested: 04/25/2024
Submitted By Organization: CT D01 - District 1 Materials 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
Specific Gravity for Sample 1 2.474
Theoretical maximum density at 25°C (77°F) 2467 kg/m^3