Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214344 DEA: 120P42U4 EFIS: 1216000097
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,22,55,57,91,405-Var
Work Description: Upgrade and install Intelligent Transportation System (ITS) elements
Location Description: ORANGE COUNTY
Contractor Name: ILB Electric
Contractor Address: 3955 Temescal Canyon Rd., Corona, CA 92883
Resident Engineer: Bibars Kattao Structure Rep.: Bijan Ronagh-Langroodi
DIME Sample ID: 2023-12-08-34
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/08/2023
The quantity of what the sample constitutes: 3/4 HMA-A
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-1330
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona
DIME Test ID: 2023-12-08-34-1
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: 01/03/2024
Date Tested: 12/15/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
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
|
3955.9 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6111.2 g
|
Mass of HMA Sample prior to ignition
|
2155.3 g
|
Corrected Asphalt Binder Content
|
4.82 %
|
Mass Loss
|
110.9 g
|
Mass of aggregate remaining after ignition
|
2044.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.33 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-12-08-34-2
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: 01/03/2024
Date Tested: 12/15/2023
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
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
|
7309.2 grams
|
Mass of oven-dry sample in air for Sample 1
|
2591.7 grams
|
Mass of container filled with the sample and water for Sample 1
|
8862.9 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.497
|
Theoretical maximum density at 25°C (77°F)
|
155.4 lb/ft^3
|