Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000320 DEA: 11430324 EFIS: 1118000102
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-14.6/23.7
Work Description: MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION
Contractor Name: COFFMAN SPECIALTIES, INC.
Contractor Address: 9685 VIA EXCELENCIA STE 200, SAN DIEGO, CA 92126
Resident Engineer: Art Pannu Structure Rep.: Jose Delgado
DIME Sample ID: 2025-10-06-74
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: 10/06/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2025
The quantity of what the sample constitutes: 4 Boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Job Site
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: 23417105 MM
Binder content (%): 5.3
Virgin binder PG: PG58-16
Design binder PG: PG58-16
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Liquid
DIME Test ID: 2025-10-06-74-1
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: 12/02/2025
Date Tested: 11/17/2025
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:
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What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
|
|
Mass of the specimen basket assembly
|
4026.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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6043 g
|
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Mass of HMA Sample prior to ignition
|
2016.9 g
|
|
Corrected Asphalt Binder Content
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4.38 %
|
|
Mass Loss
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91.7 g
|
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Mass of aggregate remaining after ignition
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1925.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.17 %
|
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
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|
Test Temperature
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538 C
|
DIME Test ID: 2025-10-06-74-2
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: 12/02/2025
Date Tested: 11/13/2025
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 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
|
2507.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8977 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.492
|
|
Theoretical maximum density at 25°C (77°F)
|
155.1 lb/ft^3
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