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Sample Record for 2024-05-10-16

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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: 2024-05-10-16
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: 05/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: HMA-A
From where was the sample collected: Supplier
Laboratory sample identification: 0602-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320819 CC SJR

Test Results

Test 1 of 8

DIME Test ID: 2024-05-10-16-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/29/2024
Date Tested: 05/20/2024
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 4.0%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.0 %
Percent Air Voids 2 2.8 %
Percent Air Voids 3 2.7 %
Percent Air Voids Average 2.8 %

Test 2 of 8

DIME Test ID: 2024-05-10-16-2
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: 05/29/2024
Date Tested: 05/20/2024
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 4.0%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.413
Bulk Specific Gravity 2 2.417
Bulk Specific Gravity 3 2.420
Average Bulk Specific Gravity 2.417

Test 3 of 8

DIME Test ID: 2024-05-10-16-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/29/2024
Date Tested: 05/24/2024
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 Wet>70 Dry>100
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 152 psi
Average Wet Tensile Strength 118 psi
Tensile Strength Ratio 0.78

Test 4 of 8

DIME Test ID: 2024-05-10-16-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/04/2024
Date Tested: 05/30/2024
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 < 12.2 mm
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive YES 1%
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 2.07 mm
Maximum impression at 5000 passes (right wheel) 1.84 mm
Average impression at 5000 passes (left/right avg) 1.96 mm
Maximum impression at 10000 passes (left wheel) 2.44 mm
Maximum impression at 10000 passes (right wheel) 2.24 mm
Average impression at 10000 passes (left/right avg) 2.34 mm
Maximum impression at 15000 passes (left wheel) 2.69 mm
Maximum impression at 15000 passes (right wheel) 2.57 mm
Average impression at 15000 passes (left/right avg) 2.63 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 5 of 8

DIME Test ID: 2024-05-10-16-5
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: 05/29/2024
Date Tested: 05/15/2024
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 3 RAP burns
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 3988.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5671.0 g
Mass of HMA Sample prior to ignition 1682.4 g
Corrected Asphalt Binder Content 6.46 %
Mass Loss 108.6 g
Mass of aggregate remaining after ignition 1573.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 6 of 8

DIME Test ID: 2024-05-10-16-6
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: 05/29/2024
Date Tested: 05/15/2024
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 5.20%
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 4007.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5545.4 g
Mass of HMA Sample prior to ignition 1537.6 g
Corrected Asphalt Binder Content 5.66 %
Mass Loss 94.5 g
Mass of aggregate remaining after ignition 1443.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 7 of 8

DIME Test ID: 2024-05-10-16-7
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: 05/29/2024
Date Tested: 05/16/2024
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 2.478
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 1539.4 grams
Mass of container filled with the sample and water for Sample 1 8397.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.488
Theoretical maximum density at 25°C (77°F) 154.9 lb/ft^3

Test 8 of 8

DIME Test ID: 2024-05-10-16-8
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: 05/29/2024
Date Tested: 05/14/2024
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 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 1540.4 grams
Mass of container filled with the sample and water for Sample 1 8394.9 grams
Temperature of Water 0 °F
Specific Gravity for Sample 1 2.474
Theoretical maximum density at 25°C (77°F) 154.0 lb/ft^3