Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995453 DEA: 114B0124 EFIS: 1122000225
QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 E BIRCH STREET, BREA CA 92821
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown
DIME Sample ID: 2026-01-06-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217105 MM
Binder content (%): 0.0
Virgin binder PG: PG58-16
Design binder PG: PG58-16
Binder Supplier: Valero
RAP content (%):
WMA Additives: No
Antistrip type:
DIME Test ID: 2026-01-06-20-1
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: 02/23/2026
Date Tested: 02/11/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 5.73% is within the limit of 5.25+-0.5 complies
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
|
3929.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5499.9 g
|
|
Mass of HMA Sample prior to ignition
|
1570.3 g
|
|
Corrected Asphalt Binder Content
|
5.73 %
|
|
Mass Loss
|
90.7 g
|
|
Mass of aggregate remaining after ignition
|
1479.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.05 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-01-06-20-2
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: 02/23/2026
Date Tested: 02/13/2026
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1559.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8408.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.491
|
|
Theoretical maximum density at 25°C (77°F)
|
2483.8 kg/m^3
|
