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
QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carlos Lopez Structure Rep.: Unknown
DIME Sample ID: 2025-09-20-27
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: 09/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2025
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: 25-09-20-27-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
HMA Type: Type A HMA
HMA Grading: 1-1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 820801 Otay Val
Binder content (%): 3.9
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 22
WMA Additives: No
Antistrip type:
DIME Test ID: 2025-09-20-27-1
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: 10/16/2025
Date Tested: 10/02/2025
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 - 3.9%
Does Not Comply
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4019.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6041.7 g
|
|
Mass of HMA Sample prior to ignition
|
2022.5 g
|
|
Corrected Asphalt Binder Content
|
4.91 %
|
|
Mass Loss
|
114.1 g
|
|
Mass of aggregate remaining after ignition
|
1908.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.73 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-09-20-27-2
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: 10/16/2025
Date Tested: 10/02/2025
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 - 2.552
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
|
2503.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8995.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.547
|
|
Theoretical maximum density at 25°C (77°F)
|
158.5 lb/ft^3
|
