Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993141 DEA: 060V1204 EFIS: 0616000207
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R6.9/R7.6
Work Description: Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 3075 Townsgate Road, Westlake Village CA 91361
Resident Engineer: Din Dadawalla Structure Rep.: Ye Yang
DIME Sample ID: 2025-06-29-4
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: 06/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2025
The quantity of what the sample constitutes: Sampled @ 115T
A brief description of the sample: 1/2” HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan materials
DIME Test ID: 2025-06-29-4-1
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: 07/01/2025
Date Tested: 06/30/2025
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) 417-5341
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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3980.6 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5609.1 g
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Mass of HMA Sample prior to ignition
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1628.5 g
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Corrected Asphalt Binder Content
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4.55 %
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Mass Loss
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75.2 g
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Mass of aggregate remaining after ignition
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1553.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.07 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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