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Sample Record for 2023-08-22-48

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Project Information

Project ID: 994299 DEA: 100Y7804 EFIS: 1016000025 QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-25.3/51.8
Work Description: COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA.
Location Description: MARIPOSA COUNTY FROM WHITLOCK ROAD NEAR MIDPINES TO YOSEMITE NATIONAL PARK
Contractor Name: A. TEICHERT & SON INC., DBA TEICHERT CONSTRUCTION, INC.
Contractor Address: PO BOX 13557, SACRAMENTO, CA 95853
Resident Engineer: Sayed Hashemyan Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2023-08-22-48
TL Number from the TL Form: 042266
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2023
The quantity of what the sample constitutes: 4 boxs
A brief description of the sample: HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-211
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa Fe Aggregate Winton

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 9
HMA Mix Number: 23J10
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-08-22-48-1
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: 08/30/2023
Date Tested: 08/30/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
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 2109.0 g
Corrected Asphalt Binder Content 4.96 %
Mass Loss 106.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.11 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 F