Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215109 DEA: 081C8504 EFIS: 0813000047
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-0.0/5.8
Work Description: ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38000 MONROE STREET, INDIO, CA 92203
Resident Engineer: Osama Abdalla Structure Rep.: Ryan Kash (Reports)
DIME Sample ID: 2023-07-23-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2023
The quantity of what the sample constitutes: 2 BOXES OF HMA
A brief description of the sample: 3/4" HMA-A-SP R25 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0383A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: California Commercial Asphalt - Lake Elsinore
DIME Test ID: 2023-07-23-1-1
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: 07/26/2023
Date Tested: 07/26/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 HMA Sample prior to ignition
|
2130.3 g
|
Corrected Asphalt Binder Content
|
4.89 %
|
Mass Loss
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117.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
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0.51 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
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0.11 %
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Test Temperature
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538 C
|