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Sample Record for 2025-12-09-31

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Project Information

Project ID: 1001056 DEA: 112N2074 EFIS: 1123000286 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-54,805-Var
Work Description: GRIND BRIDGE DECKS, POLYESTER CONCRETE OVERLAY, REPAIR APPROACH SLABS.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 West 23rd Street, Tempe, AZ 85282
Resident Engineer: Peris Salih Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-12-09-31
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: 12/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/10/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification:
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: None
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2025-12-09-31-1
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: 12/16/2025
Date Tested: 12/15/2025
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 4.90% Tested twice and both burns FAILED 1st - 5.49% and 2nd - 5.47 %
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 3916.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5474.8 g
Corrected Asphalt Binder Content 5.47 %
Mass of HMA Sample prior to ignition 1558 g
Mass Loss 94.4 g
Mass of aggregate remaining after ignition 1463.6 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 8

DIME Test ID: 2025-12-09-31-2
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: 12/16/2025
Date Tested: 12/18/2025
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 2.495 Gmm Tested 2.502 Gmm
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 1553.7 grams
Mass of container filled with the sample and water for Sample 1 8408.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.502
Theoretical maximum density at 25°C (77°F) 155.7 lb/ft^3

Test 3 of 8

DIME Test ID: 2025-12-09-31-3
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: 12/16/2025
Date Tested: 12/18/2025
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 with 0.940 Gmb Tested 2.372 to 2.376
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.372
Bulk Specific Gravity 2 2.376
Bulk Specific Gravity 3 2.375
Average Bulk Specific Gravity 2.374

Test 4 of 8

DIME Test ID: 2025-12-09-31-4
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/16/2025
Date Tested: 12/15/2025
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 5.1%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 5 %
Percent Air Voids 3 5.1 %
Average Percent Air Voids 5.1 %

Test 5 of 8

DIME Test ID: 2025-12-09-31-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/22/2025
Date Tested: 12/18/2025
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 WET > 70 psi and DRY > 100 psi / Tested WET - 116 psi and DRY 159 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 159 psi
Average Wet Tensile Strength 116 psi
Tensile Strength Ratio 0.73

Test 6 of 8

DIME Test ID: 2025-12-09-31-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/22/2025
Date Tested: 12/18/2025
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 < 12.70 mm Tested an Avg of 1.30 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 7.3 %
Air Void Content for specimen A-2 7.2 %
Air Void Content for specimen B-1 7.1 %
Air Void Content for specimen B-2 7.1 %
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 0.36 mm
Maximum impression at 5000 passes (right wheel) 0.56 mm
Average impression at 5000 passes (left/right avg) 0.46 mm
Maximum impression at 10000 passes (left wheel) 0.74 mm
Maximum impression at 10000 passes (right wheel) 1.07 mm
Average impression at 10000 passes (left/right avg) 0.91 mm
Maximum impression at 15000 passes (left wheel) 1.1 mm
Maximum impression at 15000 passes (right wheel) 1.5 mm
Average impression at 15000 passes (left/right avg) 1.3 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 8

DIME Test ID: 2025-12-09-31-7
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: 12/17/2025
Date Tested: 12/19/2025
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
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 4015.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5665.7 g
Corrected Asphalt Binder Content 6.76 %
Mass of HMA Sample prior to ignition 1650.6 g
Mass Loss 111.6 g
Mass of aggregate remaining after ignition 1539 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 8 of 8

DIME Test ID: 2025-12-09-31-8
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: 12/17/2025
Date Tested: 12/17/2025
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: Retest, Complies. Req. 4.9%, Tested 5.07%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3917.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5463.2 g
Mass of HMA Sample prior to ignition 1545.3 g
Corrected Asphalt Binder Content 5.07 %
Mass Loss 85.7 g
Mass of aggregate remaining after ignition 1459.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.48 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F