Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000234 DEA: 112N1774 EFIS: 1123000036
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15,52-Var
Work Description: MICRO-SURFACING, HMA, PAVEMENT MARKING AND SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Peris Salih Structure Rep.: Unknown
DIME Sample ID: 2025-06-09-109
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: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/20/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification: 25-06-09-109-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23418080SR MM
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: World Oil
RAP content (%): 0
WMA Additives: No
Antistrip type:
DIME Test ID: 2025-06-09-109-1
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: 07/24/2025
Date Tested: 07/23/2025
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: Target - 7.50%
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
|
4018.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6071.9 g
|
|
Mass of HMA Sample prior to ignition
|
2053.7 g
|
|
Corrected Asphalt Binder Content
|
7.36 %
|
|
Mass Loss
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151.2 g
|
|
Mass of aggregate remaining after ignition
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1902.5 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-06-09-109-2
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: 07/24/2025
Date Tested: 07/24/2025
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: Target - 2.456
Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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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
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2514.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8970.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.467
|
|
Theoretical maximum density at 25°C (77°F)
|
153.6 lb/ft^3
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