Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994788 DEA: 0600INF4 EFIS: 0622000064
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,FRE/FRE-33,99-44.4/46.8
Work Description:
Location Description:
Contractor Name: Cal Valley Construction
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-11-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 Hot Mix Asphalt w/15%Rap
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan
DIME Test ID: 2023-06-11-2-1
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: 06/12/2023
Date Tested: 06/12/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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 the specimen basket assembly
|
2895.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4525.3 g
|
|
Mass of HMA Sample prior to ignition
|
1629.5 g
|
|
Corrected Asphalt Binder Content
|
4.64 %
|
|
Mass Loss
|
84.6 g
|
|
Mass of aggregate remaining after ignition
|
1544.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.37 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.18 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-06-11-2-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/12/2023
Date Tested: 06/12/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7325.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1687.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8352.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.555
|
|
Theoretical maximum density at 25°C (77°F)
|
159.0 lb/ft^3
|
