Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213283 DEA: 060U09U4 EFIS: 0616000243
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-R36.0/65.9
Work Description: HMA RESURFACING AND REHAB CULVERTS
Location Description: FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Unknown
DIME Sample ID: 2019-07-31-16
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/31/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2019
The quantity of what the sample constitutes: 5
A brief description of the sample: 3/40HMA with RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Millbrook construction Fresno CAL VALLEY
DIME Test ID: 2019-07-31-16-1
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: 12/17/2019
Date Tested: 08/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Translab internal lab no. 019-023
Dispute Resolution
AASHTO T-308
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
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Method B
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Mass of the specimen basket assembly
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no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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2157.0 g
|
Corrected Asphalt Binder Content
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4.63 %
|
Mass Loss
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no data
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Mass of aggregate remaining after ignition
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2050.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.17 %
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Moisture Content
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0.16 %
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Temperature Compensation Factor
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no data
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Test Temperature
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538 F
|