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Sample Record for 2024-10-25-31

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Project Information

Project ID: 1000159 DEA: 033G0504 EFIS: 0323000119 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-16-23.5/24.9,25.5/28.9
Work Description: PARTIAL DEPTH RECYCLING AND RHMA-G OVERLAY.
Location Description: YOLO COUNTY IN AND NEAR ESPARTO FROM ROAD 82B TO 0.3 MILE WEST OF CAPAY CANAL BRIDGE AND FROM 0.3 MILE EAST OF CAPAY CANAL BRIDGE TO 0.3 MILE EAST OF ROAD 86A
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 5225 HELLYER AVE, SUITE 220, SAN JOSE, CA 95138
Resident Engineer: Luis Pompa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-25-31
TL Number from the TL Form: C849961
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2024
The quantity of what the sample constitutes: 3/4" HMA w/ 12% RAP
A brief description of the sample: 2 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 24-260
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-10-25-31-1
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: 11/07/2024
Date Tested: 11/07/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: not applicable
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 2.492
Theoretical maximum density at 25°C (77°F) 2 kg/m^3

Test 2 of 3

DIME Test ID: 2024-10-25-31-2
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: 11/07/2024
Date Tested: 11/07/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R1 OBC 4.7
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2,189.6 g
Corrected Asphalt Binder Content 5.37 %
Mass Loss 139.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2024-10-25-31-3
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: 11/07/2024
Date Tested: 11/06/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: L1 OBC 4.7
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2,197.0 g
Corrected Asphalt Binder Content 5.97 %
Mass Loss 147.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.74 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C