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Sample Record for 2025-10-29-60

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Project Information

Project ID: 1000575 DEA: 11430904 EFIS: 1119000199 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5,805-Var
Work Description: RESURFACE BRIDGE, REPLACE BRIDGE BARRIER, MGS, AND MODIFY ELECT.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: J. FRANCIS COMPANY
Contractor Address: 766 Palmyrita Ave. Suite B, Riverside, CA 92507
Resident Engineer: Navid Borzouei Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-29-60
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: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2025
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: 25-09-22-43-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320200 Otay Val
Binder content (%): 4.9
Virgin binder PG: PG58-16
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 22
WMA Additives: No
Antistrip type: No
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-10-29-60-1
Test Method: AASHTO T308-25: 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: 12/12/2025
Date Tested: 12/11/2025
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 4.90% Tested 5.28%
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 3917.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5449.2 g
Corrected Asphalt Binder Content 5.28 %
Mass of HMA Sample prior to ignition 1532.1 g
Mass Loss 90 g
Mass of aggregate remaining after ignition 1442.1 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 6

DIME Test ID: 2025-10-29-60-2
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/12/2025
Date Tested: 12/08/2025
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 2.495 Gmb Tested 2.501 Gmb
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 1555 grams
Mass of container filled with the sample and water for Sample 1 8408.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.501
Theoretical maximum density at 25°C (77°F) 155.7 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-10-29-60-3
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: 12/12/2025
Date Tested: 12/08/2025
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 Gmb within 0.97 Tested 2.378 to 2.384
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.384
Bulk Specific Gravity 2 2.378
Bulk Specific Gravity 3 2.38
Average Bulk Specific Gravity 2.381

Test 4 of 6

DIME Test ID: 2025-10-29-60-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/12/2025
Date Tested: 12/08/2025
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 4.8% Avg Height of 117.2 mm
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.7 %
Percent Air Voids 2 4.9 %
Percent Air Voids 3 4.8 %
Average Percent Air Voids 4.8 %

Test 5 of 6

DIME Test ID: 2025-10-29-60-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/12/2025
Date Tested: 12/12/2025
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 with project requirements
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Average Dry Tensile Strength 197 psi
Average Wet Tensile Strength 168 psi
Tensile Strength Ratio 0.85

Test 6 of 6

DIME Test ID: 2025-10-29-60-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/12/2025
Date Tested: 12/10/2025
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 0.87 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 7.1 %
Air Void Content for specimen A-2 7 %
Air Void Content for specimen B-1 7.1 %
Air Void Content for specimen B-2 7.2 %
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 0.24 mm
Maximum impression at 5000 passes (right wheel) 0.26 mm
Average impression at 5000 passes (left/right avg) 0.25 mm
Maximum impression at 10000 passes (left wheel) 0.64 mm
Maximum impression at 10000 passes (right wheel) 0.54 mm
Average impression at 10000 passes (left/right avg) 0.59 mm
Maximum impression at 15000 passes (left wheel) 0.92 mm
Maximum impression at 15000 passes (right wheel) 0.82 mm
Average impression at 15000 passes (left/right avg) 0.87 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data