Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213050 DEA: 051J5204 EFIS: 0517000195
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-58-6.9/30.0
Work Description: COLD PLANE EXISTING ROADWAY AND RESURFACE WITH RHMA-G.
Location Description: SAN LUIS OBISPO COUNTY ABOUT 6 MILES EAST OF SANTA MARGARITA FROM ROUTE 229 TO NAVAJO CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 2210, Pismo Beach, CA 93448
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown
DIME Sample ID: 2019-04-15-17
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: 04/15/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: 3/4 inch RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction
DIME Test ID: 2019-04-15-17-1
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: 04/16/2019
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 o. 019-004
CT Lab No.: 18-A-518
AASHTO T-308
Lot3 Sublot1
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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2493.7 g
|
Corrected Asphalt Binder Content
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7.42 %
|
Mass Loss
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no data
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Mass of aggregate remaining after ignition
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2286.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.88 %
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Moisture Content
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0.00 %
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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
|