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Sample Record for 2025-09-09-95

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Project Information

Project ID: 1001673 DEA: 114B0384 EFIS: 1124000023 QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Alfredo Hernandez Medina Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-09-95
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: 09/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2025
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: 25-09-09-95
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: 320200 Otay Val
Binder content (%): 0.0
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: 2025-09-09-95-1
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: 11/20/2025
Date Tested: 11/18/2025
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 4.90% Tested 5.40%
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 3930.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5461 g
Mass of HMA Sample prior to ignition 1530.1 g
Corrected Asphalt Binder Content 5.4 %
Mass Loss 89.9 g
Mass of aggregate remaining after ignition 1440.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.48 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-09-09-95-2
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: 11/20/2025
Date Tested: 11/18/2025
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 Tested 2.517
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 1545.6 grams
Mass of container filled with the sample and water for Sample 1 8407.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.517
Theoretical maximum density at 25°C (77°F) 156.7 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-09-09-95-3
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: 12/03/2025
Date Tested: 11/19/2025
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.356
Bulk Specific Gravity 2 2.359
Bulk Specific Gravity 3 2.375
Average Bulk Specific Gravity 2.363

Test 4 of 7

DIME Test ID: 2025-09-09-95-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/03/2025
Date Tested: 11/19/2025
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: Does Not Comply Target 4.0% +/- 1.5% Tested an avg of 6.1%
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 6.4 %
Percent Air Voids 2 6.3 %
Percent Air Voids 3 5.6 %
Average Percent Air Voids 6.1 %

Test 5 of 7

DIME Test ID: 2025-09-09-95-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/03/2025
Date Tested: 12/03/2025
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 - 135 psi and DRY - 194 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 194 psi
Average Wet Tensile Strength 135 psi
Tensile Strength Ratio 0.7

Test 6 of 7

DIME Test ID: 2025-09-09-95-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/03/2025
Date Tested: 12/02/2025
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 is < 12.7 mm Tested an Avg of 2.00 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 %
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) 0.63 mm
Maximum impression at 5000 passes (right wheel) 0.79 mm
Average impression at 5000 passes (left/right avg) 0.71 mm
Maximum impression at 10000 passes (left wheel) 1.39 mm
Maximum impression at 10000 passes (right wheel) 1.59 mm
Average impression at 10000 passes (left/right avg) 1.49 mm
Maximum impression at 15000 passes (left wheel) 1.9 mm
Maximum impression at 15000 passes (right wheel) 2.11 mm
Average impression at 15000 passes (left/right avg) 2 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: 2025-09-09-95-7
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: 11/20/2025
Date Tested: 11/19/2025
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 3998.9 g
Mass of the specimen and specimen basket assembly prior to ignition 5640.8 g
Mass of HMA Sample prior to ignition 1641.9 g
Corrected Asphalt Binder Content 5.77 %
Mass Loss 94.7 g
Mass of aggregate remaining after ignition 1547.2 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C