Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 COOP: NONE
QA Service Level: 1
DIST-CO-RTE-PM: 11---unknown
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carlos Lopez Structure Rep.: Unknown
DIME Sample ID: 2025-08-10-20
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: Per Request
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2025
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: 25-08-10-20-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 224114 Otay SJR
Binder content (%): 4.7
Virgin binder PG: PG 64-28M
Design binder PG: PG 64-28M
Binder Supplier: San Joaquin Refinery
RAP content (%): 15
WMA Additives: No
Antistrip type:
DIME Test ID: 2025-08-10-20-1
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: 09/09/2025
Date Tested: 09/04/2025
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 4.70% / Tested 5.47%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4020.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6074.1 g
|
|
Mass of HMA Sample prior to ignition
|
2053.9 g
|
|
Corrected Asphalt Binder Content
|
5.47 %
|
|
Mass Loss
|
125.3 g
|
|
Mass of aggregate remaining after ignition
|
1928.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.63 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2025-08-10-20-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/09/2025
Date Tested: 09/04/2025
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
|
2550 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
9008.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.506
|
|
Theoretical maximum density at 25°C (77°F)
|
156 lb/ft^3
|
