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Sample Record for 2023-08-17-21

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Project Information

Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-41-6.2/9.2
Work Description: FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
Location Description: MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Ryan Wilson Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-08-17-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 Hot Mix Asphalt
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Madera Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 16
HMA Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2023-08-17-21-1
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: 08/21/2023
Date Tested: 08/18/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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 the specimen basket assembly 2879.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4961.2 g
Mass of HMA Sample prior to ignition 2081.7 g
Corrected Asphalt Binder Content 4.83 %
Mass Loss 107.8 g
Mass of aggregate remaining after ignition 1973.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.21 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C