Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-28.4/R40.1
Work Description: COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.
Location Description: KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Oscar Sherrill Structure Rep.: Martin Garcia
DIME Sample ID: 2024-07-15-2
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: 07/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2024
The quantity of what the sample constitutes: 1031 tons
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga
DIME Test ID: 2024-07-15-2-1
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: 07/15/2024
Date Tested: 07/15/2024
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
|
2854 g
|
Mass of the specimen and specimen basket assembly prior to ignition
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5074 g
|
Mass of HMA Sample prior to ignition
|
2220 g
|
Corrected Asphalt Binder Content
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4.89 %
|
Mass Loss
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138 g
|
Mass of aggregate remaining after ignition
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2082 g
|
Correction Factor (Percent by mass of HMA Specimen)
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1.19 %
|
Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
|
Test Temperature
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482 C
|