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Sample Record for 2023-12-11-66

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Project Information

Project ID: 994609 DEA: 112N1194 EFIS: 1121000148 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94-14.9/29.2
Work Description: MICROSURFACING, RUMBLE STRIP, PAVEMENT MARKING, & SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY NEAR JAMUL FROM JUNCTION ROUTE 54/94 TO 0.7 MILE EAST OF DULZURA CREEK
Contractor Name: VSS INTERNATIONAL, INC.
Contractor Address: 3785 Channel Dr., West Sacramento CA, 95605
Resident Engineer: Michael Stewart Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-12-11-66
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: 12/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Job Site
Laboratory sample identification: 0229-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320819 Otay Val
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-12-11-66-1
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: 05/21/2024
Date Tested: 05/08/2024
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 - 5.0
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 4015.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5568 g
Mass of HMA Sample prior to ignition 1552.6 g
Corrected Asphalt Binder Content 4.86 %
Mass Loss 85.3 g
Mass of aggregate remaining after ignition 1467.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.63 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 2 of 2

DIME Test ID: 2023-12-11-66-2
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: 05/21/2024
Date Tested: 05/08/2024
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:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 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 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1548.5 grams
Mass of container filled with the sample and water for Sample 1 8416.2 grams
Temperature of Water no data0 °F
Specific Gravity for Sample 1 2.541
Theoretical maximum density at 25°C (77°F) 158.2 lb/ft^3