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Sample Record for 2025-06-11-41

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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: 2025-06-11-41
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: 06/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 25-06-11-41-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320819 CC SJR
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-06-11-41-1
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: 06/20/2025
Date Tested: 06/19/2025
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: Target - 5.0%, Save Material for T30
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3935.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5475.6 g
Mass of HMA Sample prior to ignition 1540.5 g
Corrected Asphalt Binder Content 6.04 %
Mass Loss 104.7 g
Mass of aggregate remaining after ignition 1435.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.76 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-06-11-41-2
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: 06/19/2025
Date Tested: 06/19/2025
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: 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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1533.4 grams
Mass of container filled with the sample and water for Sample 1 8385.4 grams
Temperature of Water no data0 °F
Specific Gravity for Sample 1 2.459
Theoretical maximum density at 25°C (77°F) 153.1 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-06-11-41-3
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: 07/09/2025
Date Tested: 07/08/2025
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% Tested 2.386 Gmb to 2.390 Gmb and an Avg of 2.8% Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.386
Bulk Specific Gravity 2 2.39
Bulk Specific Gravity 3 2.388
Average Bulk Specific Gravity 2.388

Test 4 of 7

DIME Test ID: 2025-06-11-41-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/09/2025
Date Tested: 07/08/2025
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% +/- 1.5% Tested an Avg of 2.9%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3 %
Percent Air Voids 2 2.8 %
Percent Air Voids 3 2.9 %
Average Percent Air Voids 2.9 %

Test 5 of 7

DIME Test ID: 2025-06-11-41-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/11/2025
Date Tested: 07/11/2025
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 113 psi and DRY 147 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 147 psi
Average Wet Tensile Strength 113 psi
Tensile Strength Ratio 0.77

Test 6 of 7

DIME Test ID: 2025-06-11-41-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/09/2025
Date Tested: 07/08/2025
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 an Avg of 3.28 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) 1.23 mm
Maximum impression at 5000 passes (right wheel) 0.97 mm
Average impression at 5000 passes (left/right avg) 1.1 mm
Maximum impression at 10000 passes (left wheel) 2.51 mm
Maximum impression at 10000 passes (right wheel) 1.81 mm
Average impression at 10000 passes (left/right avg) 2.16 mm
Maximum impression at 15000 passes (left wheel) 3.93 mm
Maximum impression at 15000 passes (right wheel) 2.63 mm
Average impression at 15000 passes (left/right avg) 3.28 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2025-06-11-41-7
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: 06/20/2025
Date Tested: 06/19/2025
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: 3 RAP Burns, Save one for T30
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4022.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5652 g
Mass of HMA Sample prior to ignition 1629.3 g
Corrected Asphalt Binder Content 7 %
Mass Loss 114 g
Mass of aggregate remaining after ignition 1515.3 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C