Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994509 DEA: 101R4004 EFIS: 1023000140
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER,MER/MER-5,59,152-22.6/32.5
Work Description:
Location Description:
Contractor Name: George Reed
Contractor Address: P.O. Box 4760, Modesto, CA 95352
Resident Engineer: Tofael Anwar Structure Rep.: Unknown
DIME Sample ID: 2023-04-11-40
TL Number from the TL Form: 721755
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-41
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GRI, Munn & Perkins
DIME Test ID: 2023-04-11-40-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/19/2023
Date Tested: 04/13/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
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2.448
|
|
Theoretical maximum density at 25°C (77°F)
|
152.3 lb/ft^3
|
DIME Test ID: 2023-04-11-40-2
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: 04/19/2023
Date Tested: 04/13/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
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
|
2025 g
|
|
Corrected Asphalt Binder Content
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5.33 %
|
|
Mass Loss
|
121.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
538 C
|
