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Sample Record for 2025-07-13-10

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Project Information

Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 QA Service Level: 1
DIST-CO-RTE-PM: 11---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carlos Lopez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-13-10
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: 07/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2025
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: 25-07-13-10-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 22414 Otay SJR
Binder content (%): 4.7
Virgin binder PG: PG 64-28M
Design binder PG: PG 64-28M
Binder Supplier: San Joaquin Refinery
RAP content (%): 15
WMA Additives: No
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-07-13-10-1
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: 07/22/2025
Date Tested: 07/18/2025
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 4.70%, Tested 5.11% Saved Material for T30
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 4028.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5575.3 g
Mass of HMA Sample prior to ignition 1546.7 g
Corrected Asphalt Binder Content 5.11 %
Mass Loss 90.4 g
Mass of aggregate remaining after ignition 1456.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.73 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-07-13-10-2
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: 07/22/2025
Date Tested: 07/18/2025
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 - 2.508 Tested 2.511
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 2542.6 grams
Mass of container filled with the sample and water for Sample 1 9005.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.511
Theoretical maximum density at 25°C (77°F) 156.3 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-07-13-10-3
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: 07/22/2025
Date Tested: 07/18/2025
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 Gmb within 0.008 spec Tested Gmb within 0.004
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.412
Bulk Specific Gravity 2 2.413
Bulk Specific Gravity 3 2.416
Average Bulk Specific Gravity 2.414

Test 4 of 7

DIME Test ID: 2025-07-13-10-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/22/2025
Date Tested: 07/18/2025
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 4.0% +/- 1.5% Tested an Avg of 3.9%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 3.9 %
Percent Air Voids 3 3.8 %
Average Percent Air Voids 3.9 %

Test 5 of 7

DIME Test ID: 2025-07-13-10-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/30/2025
Date Tested: 07/29/2025
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 WET Target >70 psi tested 125 psi - DRY Target > 100 psi Tested 167 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 167 psi
Average Wet Tensile Strength 125 psi
Tensile Strength Ratio 0.75

Test 6 of 7

DIME Test ID: 2025-07-13-10-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/24/2025
Date Tested: 07/24/2025
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 3.18 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
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) 1.56 mm
Maximum impression at 5000 passes (right wheel) 0.71 mm
Average impression at 5000 passes (left/right avg) 1.14 mm
Maximum impression at 10000 passes (left wheel) 3.01 mm
Maximum impression at 10000 passes (right wheel) 1.46 mm
Average impression at 10000 passes (left/right avg) 2.23 mm
Maximum impression at 15000 passes (left wheel) 4.29 mm
Maximum impression at 15000 passes (right wheel) 2.06 mm
Average impression at 15000 passes (left/right avg) 3.18 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: 2025-07-13-10-7
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: 07/24/2025
Date Tested: 07/23/2025
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 sample 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 4017.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5661.3 g
Mass of HMA Sample prior to ignition 1643.8 g
Corrected Asphalt Binder Content 7.09 %
Mass Loss 116.6 g
Mass of aggregate remaining after ignition 1527.2 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C