Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002572 DEA: 061H9704 EFIS: 0625000105
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-152-R0.0/15.5
Work Description: MADERA COUNTY SLAB REPLACEMENT WITH DIGOUTS ON SR 59, 152. Cold plane AC, remove concrete pavement and place with HMA and RHMA.
Location Description: CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR CHOWCHILLA FROM ROUTE 59/152 SEPARATION TO 0.1 MILE WEST OF ROUTE 99/152 SEPARATION.
Contractor Name: Granite Construction Company (Jorge Velazquez)
Contractor Address: Unknown
Resident Engineer: Alaa Ghoneim Structure Rep.: None None
DIME Sample ID: 2026-09-17-54
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2026
The quantity of what the sample constitutes: 12 Boxes, 5 Bags, 5 cans
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa Fe Aggregate Winton
DIME Test ID: 2026-09-17-54-1
Test Method: AASHTO T308-25: 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: 09/28/2026
Date Tested: 09/18/2026
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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2930.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4544 g
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Corrected Asphalt Binder Content
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8.39 %
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Mass of HMA Sample prior to ignition
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1613.8 g
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Mass Loss
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137 g
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Mass of aggregate remaining after ignition
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1476.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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-0.09 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.19 %
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Test Temperature
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538 C
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