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Sample Record for 2024-09-03-4

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Project Information

Project ID: 993318 DEA: 11423704 EFIS: 1116000059 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R31.8/R41.7
Work Description: PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description: SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real, Ste 200, Carlsbad, CA 92008
Resident Engineer: Art Pannu Structure Rep.: Carlos Guzman

Sample Information

DIME Sample ID: 2024-09-03-4
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: 09/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2024
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification: 6595-RPSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217005SR MM
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-09-03-4-1
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: 09/10/2024
Date Tested: 09/09/2024
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: Complies - Target 5.00% Tested 5.49
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 3930.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5494.6 g
Mass of HMA Sample prior to ignition 1563.7 g
Corrected Asphalt Binder Content 5.49 %
Mass Loss 91.2 g
Mass of aggregate remaining after ignition 1472.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.34 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 5

DIME Test ID: 2024-09-03-4-2
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: 09/10/2024
Date Tested: 09/05/2024
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: Complies Target 2.472 Tested 2.473
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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1568.4 grams
Mass of container filled with the sample and water for Sample 1 8409.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.473
Theoretical maximum density at 25°C (77°F) 153.9 lb/ft^3

Test 3 of 5

DIME Test ID: 2024-09-03-4-3
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: 09/10/2024
Date Tested: 09/05/2024
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: Non Compliance - Failed Height Spec and Voids Spec
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.421
Bulk Specific Gravity 2 2.396
Bulk Specific Gravity 3 2.424
Average Bulk Specific Gravity 2.414

Test 4 of 5

DIME Test ID: 2024-09-03-4-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/10/2024
Date Tested: 09/05/2024
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: Non Compliance - Failed Both Height and Air Void Spec
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 2.1 %
Percent Air Voids 2 3.1 %
Percent Air Voids 3 2 %
Average Percent Air Voids 2.4 %

Test 5 of 5

DIME Test ID: 2024-09-03-4-5
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: 09/10/2024
Date Tested: 09/09/2024
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: 3 RAP Burns, Save 1 sample for RAP T30
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 4019.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5672.1 g
Mass of HMA Sample prior to ignition 1652.8 g
Corrected Asphalt Binder Content 6.66 %
Mass Loss 110 g
Mass of aggregate remaining after ignition 1542.8 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C