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Sample Record for 2025-06-09-58

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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: 2025-06-09-58
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: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2025
The quantity of what the sample constitutes: 16 boxes
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 25-06-09-58-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218080SR
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-06-09-58-1
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: 06/25/2025
Date Tested: 06/24/2025
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 - 7.50% , TESTED 7.67% Saved Material for 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 4035.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5588.7 g
Mass of HMA Sample prior to ignition 1553.1 g
Corrected Asphalt Binder Content 7.67 %
Mass Loss 125.3 g
Mass of aggregate remaining after ignition 1427.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.4 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-06-09-58-2
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: 06/24/2025
Date Tested: 06/24/2025
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 Target = 2.457 Tested 2 times 1st - 2.426 and 2nd- 2.428
Test Result Compliance: does not comply
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI 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 1563.2 grams
Mass of container filled with the sample and water for Sample 1 8395 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.428
Theoretical maximum density at 25°C (77°F) 2421 kg/m^3

Test 3 of 6

DIME Test ID: 2025-06-09-58-3
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: 06/25/2025
Date Tested: 06/24/2025
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 4.0% All 3 Samples pass Gmb
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.384
Bulk Specific Gravity 2 2.384
Bulk Specific Gravity 3 2.384
Average Bulk Specific Gravity 2.384

Test 4 of 6

DIME Test ID: 2025-06-09-58-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/25/2025
Date Tested: 06/24/2025
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: Does Not Comply Target 4.0% Tested an Avg of 1.8%
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 1.8 %
Percent Air Voids 2 1.8 %
Percent Air Voids 3 1.8 %
Average Percent Air Voids 1.8 %

Test 5 of 6

DIME Test ID: 2025-06-09-58-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/02/2025
Date Tested: 07/01/2025
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 WET > 70 psi and DRY > 100 psi Tested WET -71 and DRY 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 100 psi
Average Wet Tensile Strength 71 psi
Tensile Strength Ratio 0.71

Test 6 of 6

DIME Test ID: 2025-06-09-58-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/26/2025
Date Tested: 06/26/2025
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 < 12.7 mm Tested Avg of 8.14 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.82 mm
Maximum impression at 5000 passes (right wheel) 3.63 mm
Average impression at 5000 passes (left/right avg) 2.73 mm
Maximum impression at 10000 passes (left wheel) 3.59 mm
Maximum impression at 10000 passes (right wheel) 7.41 mm
Average impression at 10000 passes (left/right avg) 5.5 mm
Maximum impression at 15000 passes (left wheel) 5.39 mm
Maximum impression at 15000 passes (right wheel) 10.89 mm
Average impression at 15000 passes (left/right avg) 8.14 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data