Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994686 DEA: 051K4604 EFIS: 0518000210
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-29.7/32.2
Work Description: COLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING.
Location Description: SAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 800 FARROLL RD, GROVER BEACH, CA 93433
Resident Engineer: Michael Schmidt Structure Rep.: Ray Barajas
DIME Sample ID: 2024-04-25-61
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: 04/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2024
The quantity of what the sample constitutes: 2 bags of aggregate, 1 bag of rap, 2 quart cans oil, and 1 box of HMA
A brief description of the sample: 3/4 HMA-A with 15% Rap
From where was the sample collected: Job Site
Laboratory sample identification: 024-029
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Templeton
DIME Test ID: 2024-04-25-61-1
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: 05/17/2024
Date Tested: 05/17/2024
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
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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4205.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6346.8 g
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Mass of HMA Sample prior to ignition
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2141 g
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Corrected Asphalt Binder Content
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5.01 %
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Mass Loss
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148 g
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Mass of aggregate remaining after ignition
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1993 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.74 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.16 %
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Test Temperature
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482 C
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