Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001055 DEA: 112N1684 EFIS: 1122000281
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R53.9/R63.7
Work Description: POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM ROUTE 5/76 SEPARATION TO AGRA OVERHEAD
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Alex Balce Structure Rep.: Unknown
DIME Sample ID: 2025-09-25-92
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: 09/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2025
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: Normal Production
From where was the sample collected: Supplier
Laboratory sample identification: 25-09-25-92-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320200 Otay Val
Binder content (%): 4.9
Virgin binder PG: PG58-16
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 22
WMA Additives: No
Antistrip type: No
DIME Test ID: 2025-09-25-92-1
Test Method: AASHTO T308-25: 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: 12/02/2025
Date Tested: 11/19/2025
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
|
|
Mass of the specimen basket assembly
|
3932.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5452.6 g
|
|
Corrected Asphalt Binder Content
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5.32 %
|
|
Mass of HMA Sample prior to ignition
|
1520.4 g
|
|
Mass Loss
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89.9 g
|
|
Mass of aggregate remaining after ignition
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1430.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.59 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2025-09-25-92-2
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/02/2025
Date Tested: 11/19/2025
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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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 1
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1532.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8396.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.505
|
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Theoretical maximum density at 25°C (77°F)
|
155.9 lb/ft^3
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