Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994616 DEA: 112N1654 EFIS: 1122000152
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R61.0/R68.0
Work Description: PLACE RHMA-G(BWC) OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP.
Location Description: SAN DIEGO COUNTY NEAR BOULEVARD FROM 0.1 MILE WEST OF CRESTWOOD ROAD UNDERCROSSING TO 0.2 MILE EAST OF MCCAIN VALLEY ROAD UNDERCROSSING
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: 4211 Ponderosa Ave. Suite C, San Diego, CA 92123
Resident Engineer: Fahad Masud Structure Rep.: Unknown
DIME Sample ID: 2025-09-25-60
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: 09/25/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 25-09-25-60-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marrieta
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218180AH MM
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Liquid
DIME Test ID: 2025-09-25-60-1
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: 10/15/2025
Date Tested: 10/06/2025
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 7.50%
Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3934.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5464.6 g
|
|
Mass of HMA Sample prior to ignition
|
1530.5 g
|
|
Corrected Asphalt Binder Content
|
7.59 %
|
|
Mass Loss
|
117.7 g
|
|
Mass of aggregate remaining after ignition
|
1412.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.1 %
|
|
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: 2025-09-25-60-2
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: 10/15/2025
Date Tested: 10/06/2025
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 2.460
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
|
1519 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8374.4 grams
|
|
Temperature of Water
|
no data0 °F
|
|
Specific Gravity for Sample 1
|
2.449
|
|
Theoretical maximum density at 25°C (77°F)
|
152.4 lb/ft^3
|
