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Sample Record for 2025-04-08-27

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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: 2025-04-08-27
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: 04/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2025
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: 25-04-08-27 PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220817 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: 2025-04-08-27-1
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: 04/22/2025
Date Tested: 04/18/2025
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 4.5% Tested @ Times 1st - 5.62% and 2nd - 5.77% Saved 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 4017.9 g
Mass of the specimen and specimen basket assembly prior to ignition 6050.1 g
Mass of HMA Sample prior to ignition 2032.2 g
Corrected Asphalt Binder Content 5.62 %
Mass Loss 126.2 g
Mass of aggregate remaining after ignition 1906 g
Correction Factor (Percent by mass of HMA Specimen) 0.59 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-04-08-27-2
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: 04/22/2025
Date Tested: 04/18/2025
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 = 2.502 Tested 2.487 Tested 2 times 1st- 2.482 and 2nd - 2.487
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 2528.9 grams
Mass of container filled with the sample and water for Sample 1 8987.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.487
Theoretical maximum density at 25°C (77°F) 154.8 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-04-08-27-3
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: 04/22/2025
Date Tested: 04/18/2025
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 Avg 2.0% H=113.1 mm
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.44
Bulk Specific Gravity 2 2.44
Bulk Specific Gravity 3 2.435
Average Bulk Specific Gravity 2.438

Test 4 of 7

DIME Test ID: 2025-04-08-27-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/22/2025
Date Tested: 04/18/2025
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 Avg 2.0% Avg Height - 113.1 mm
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 1.9 %
Percent Air Voids 2 1.9 %
Percent Air Voids 3 2.1 %
Average Percent Air Voids 2 %

Test 5 of 7

DIME Test ID: 2025-04-08-27-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/30/2025
Date Tested: 04/29/2025
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 DRY 100 psi Tested WET- 153 psi DRY - 228 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 228 psi
Average Wet Tensile Strength 153 psi
Tensile Strength Ratio 0.67

Test 6 of 7

DIME Test ID: 2025-04-08-27-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 04/30/2025
Date Tested: 04/30/2025
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 3.97 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) 1.61 mm
Maximum impression at 5000 passes (right wheel) 1.01 mm
Average impression at 5000 passes (left/right avg) 1.31 mm
Maximum impression at 10000 passes (left wheel) 3.47 mm
Maximum impression at 10000 passes (right wheel) 1.99 mm
Average impression at 10000 passes (left/right avg) 2.73 mm
Maximum impression at 15000 passes (left wheel) 5.01 mm
Maximum impression at 15000 passes (right wheel) 2.93 mm
Average impression at 15000 passes (left/right avg) 3.97 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: 2025-04-08-27-7
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: 04/25/2025
Date Tested: 04/25/2025
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
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 4021.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5673.4 g
Mass of HMA Sample prior to ignition 1651.8 g
Corrected Asphalt Binder Content 6.6 %
Mass Loss 109 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