Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995059 DEA: 081G6404 EFIS: 0816000046
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-395-R4.0/49.0
Work Description: REPLACE ASPHALT CONCRETE SURFACING, COLD PLANE AC PVMT AND RHMA.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 15/395 SEPARATION TO 3.1 MILES NORTH OF ROUTE 58/395 SEPARATION
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S State College Blvd, Brea, Ca 92821
Resident Engineer: Shaun Loza Structure Rep.: Unknown
DIME Sample ID: 2024-06-21-22
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: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2024
The quantity of what the sample constitutes: 8 BOX OF RHMA, 1 QT BLEND OIL
A brief description of the sample: 3/4" RHMA-G-SP, 1% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0304G-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville
DIME Test ID: 2024-06-21-22-1
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: 06/27/2024
Date Tested: 06/25/2024
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: (909) 829-3029
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
|
2,157.5 g
|
Corrected Asphalt Binder Content
|
7.34 %
|
Mass Loss
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165.1 g
|
Correction Factor (Percent by mass of HMA Specimen)
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0.17 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
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0.14 %
|
Test Temperature
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538 C
|