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Sample Record for 2024-04-13-3

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Project Information

Project ID: 994903 DEA: 11430244 EFIS: 1118000033 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD,-125-9.3/13.0
Work Description: PLACE HMA, RHMA, SLAB REPLACEMENT, AND ELECTRICAL WORK.
Location Description: SAN DIEGO COUNTY IN AND NEAR LEMON GROVE FROM 0.3 MILE SOUTH OF ELKELTON PLACE UNDERCROSSING TO 0.2 MILE SOUTH OF ROUTE 125/94 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR LLC
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-13-3
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: 04/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2024
The quantity of what the sample constitutes: 8 Boxes
A brief description of the sample: 1 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification: 0110-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 1 inch
Lot number:
Sublot number:
HMA Mix Number: 820801 Otay Val

Test Results

Test 1 of 6

DIME Test ID: 2024-04-13-3-1
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: 05/14/2024
Date Tested: 04/22/2024
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 / Target 3.9%
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 4005.9 g
Mass of the specimen and specimen basket assembly prior to ignition 8112.6 g
Mass of HMA Sample prior to ignition 4106.7 g
Corrected Asphalt Binder Content 4.40 %
Mass Loss 190.8 g
Mass of aggregate remaining after ignition 3915.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.25 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 1000.4 F

Test 2 of 6

DIME Test ID: 2024-04-13-3-2
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: 05/14/2024
Date Tested: 04/22/2024
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 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 10199.0 grams
Mass of oven-dry sample in air for Sample 1 4120.0 grams
Mass of container filled with the sample and water for Sample 1 12700.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.546
Theoretical maximum density at 25°C (77°F) 158.5 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-04-13-3-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/14/2024
Date Tested: 04/22/2024
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 within 4% +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.7 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 4.7 %
Percent Air Voids Average 4.8 %

Test 4 of 6

DIME Test ID: 2024-04-13-3-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 05/14/2024
Date Tested: 04/22/2024
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: Test results are within specification limits.
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.455
Bulk Specific Gravity 2 2.451
Bulk Specific Gravity 3 2.456
Average Bulk Specific Gravity 2.454

Test 5 of 6

DIME Test ID: 2024-04-13-3-5
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: 05/14/2024
Date Tested: 04/19/2024
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: 3 RAP burns
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 3971.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5521.0 g
Mass of HMA Sample prior to ignition 1549.2 g
Corrected Asphalt Binder Content 6.60 %
Mass Loss 102.2 g
Mass of aggregate remaining after ignition 1447.0 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 77 F

Test 6 of 6

DIME Test ID: 2024-04-13-3-6
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: 05/14/2024
Date Tested: 04/22/2024
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: RAP Rice
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 1579.7 grams
Mass of container filled with the sample and water for Sample 1 8420.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.483
Theoretical maximum density at 25°C (77°F) 154.6 lb/ft^3