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Sample Record for 2024-06-20-88

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Project Information

Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-37.4-52.6
Work Description: I-5 NCC SEGMENT 4C
Location Description: I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
Contractor Name: Flatiron-Skanska-Stacy and Witbeck Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Yong Pak Structure Rep.: Phong Le

Sample Information

DIME Sample ID: 2024-06-20-88
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2024
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: Field Sample
From where was the sample collected: Source
Laboratory sample identification: 0603-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220817 Otay Val
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-06-20-88-1
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: 08/06/2024
Date Tested: 07/01/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: 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 4009.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5548.3 g
Mass of HMA Sample prior to ignition 1539.1 g
Corrected Asphalt Binder Content 5.49 %
Mass Loss 86.3 g
Mass of aggregate remaining after ignition 1452.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.12 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-06-20-88-2
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: 08/06/2024
Date Tested: 07/01/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 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 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1533.5 grams
Mass of container filled with the sample and water for Sample 1 8386.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.456
Theoretical maximum density at 25°C (77°F) 152.9 lb/ft^3

Test 3 of 3

DIME Test ID: 2024-06-20-88-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/06/2024
Date Tested: 07/01/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: complies
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 78 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 48 %
Cumulative percent passing the #8 sieve 34 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 0.2 %