Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000211 DEA: 112N0204 EFIS: 1117000168
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-76-R17.2/24.1
Work Description: COLD PLANE AND OVERLAY WITH RHMA GAP GRADED.
Location Description: SAN DIEGO COUNTY NEAR PALA FROM ROUTE 76/15 SEPARATION TO PALA MISSION ROAD
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13400 Sabre Spring Parkway Ste 200, San Diego, CA 92128
Resident Engineer: Fahad Masud Structure Rep.: Unknown
DIME Sample ID: 2025-08-07-52
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: 08/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2025
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: 25-08-07-52-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 326122 CORD SJR
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: SJR
RAP content (%): 0
WMA Additives: Yes
Antistrip type:
DIME Test ID: 2025-08-07-52-1
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3933.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5457.3 g
|
|
Mass of HMA Sample prior to ignition
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1523.5 g
|
|
Corrected Asphalt Binder Content
|
7.49 %
|
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Mass Loss
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117.7 g
|
|
Mass of aggregate remaining after ignition
|
1405.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.24 %
|
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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 F
|
DIME Test ID: 2025-08-07-52-2
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: 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: Does not Comply
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Number of tests
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2
|
|
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
|
1510.6 grams
|
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Mass of container filled with the sample and water for Sample 1
|
8373.9 grams
|
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Mass of container filled with water
|
7475.6
|
|
Mass of oven-dry sample in air for Sample 2
|
1512.3 grams
|
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Mass of container filled with the sample and water for Sample 2
|
8373.7 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.467
|
|
Specific Gravity for Sample 2
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2.462
|
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Average Specific Gravity
|
2.465
|
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Theoretical maximum density at 25°C (77°F)
|
153.4 lb/ft^3
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