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Sample Record for 2024-09-12-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1000062 DEA: 061F8204 EFIS: 0623000100 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-39.6/45.7
Work Description: COLD PLANE AC PVMT, HMA (TYPE A), PAINT TRAFFIC STRIPES.
Location Description: FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF CRESSMAN ROAD TO WARBLER ROAD
Contractor Name: AGEE CONSTRUCTION CORPORATION
Contractor Address: 1039 Hoblitt Avenue, Clovis, CA 93612
Resident Engineer: Jesse Carpenter Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-12-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2024
The quantity of what the sample constitutes: 125 Tons
A brief description of the sample: 3/4 HMA sp
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number: 221105
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-09-12-2-1
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: 09/13/2024
Date Tested: 09/13/2024
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 2875.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4960.1 g
Mass of HMA Sample prior to ignition 2084.6 g
Corrected Asphalt Binder Content 4.02 %
Mass Loss 90.5 g
Mass of aggregate remaining after ignition 1994.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.18 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C