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Sample Record for 2025-09-03-36

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-09-03-36
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF Verification
From where was the sample collected: Supplier
Laboratory sample identification: 25-09-03-36-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Escondido

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220305 Esc Val
Binder content (%): 4.7
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 22
WMA Additives: No
Antistrip type: Liquid
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-09-03-36-1
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: 09/17/2025
Date Tested: 09/16/2025
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 4.7%, / Tested 4.99 % 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 3996.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6039.7 g
Mass of HMA Sample prior to ignition 2043.2 g
Corrected Asphalt Binder Content 4.99 %
Mass Loss 104.3 g
Mass of aggregate remaining after ignition 1938.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.11 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-09-03-36-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/11/2025
Date Tested: 09/11/2025
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 2.532 Gmb tested 2.512 Gmb
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2545 grams
Mass of container filled with the sample and water for Sample 1 9007.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.512
Theoretical maximum density at 25°C (77°F) 156.4 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-09-03-36-3
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: 09/11/2025
Date Tested: 09/11/2025
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 - Low and High Gmb within 0.008 Gmb . Tested Low-2.443 Gmb and High 2.445 Gmb
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.444
Bulk Specific Gravity 2 2.443
Bulk Specific Gravity 3 2.445
Average Bulk Specific Gravity 2.444

Test 4 of 7

DIME Test ID: 2025-09-03-36-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/11/2025
Date Tested: 09/11/2025
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 4.0% +/- 1.5% - Tested an Avg of 2.7%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 2.7 %
Percent Air Voids 2 2.7 %
Percent Air Voids 3 2.7 %
Average Percent Air Voids 2.7 %
Average Core Density 97.3 %

Test 5 of 7

DIME Test ID: 2025-09-03-36-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/01/2025
Date Tested: 10/01/2025
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 127 psi and DRY 162 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 162 psi
Average Wet Tensile Strength 127 psi
Tensile Strength Ratio 0.78

Test 6 of 7

DIME Test ID: 2025-09-03-36-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/30/2025
Date Tested: 09/30/2025
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 15,000 Passes - Target < 12.7 mm Tested 2.23 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) 1.34 mm
Maximum impression at 5000 passes (right wheel) 1.59 mm
Average impression at 5000 passes (left/right avg) 1.47 mm
Maximum impression at 10000 passes (left wheel) 1.77 mm
Maximum impression at 10000 passes (right wheel) 1.93 mm
Average impression at 10000 passes (left/right avg) 1.85 mm
Maximum impression at 15000 passes (left wheel) 2.2 mm
Maximum impression at 15000 passes (right wheel) 2.25 mm
Average impression at 15000 passes (left/right avg) 2.23 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: 2025-09-03-36-7
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: 09/11/2025
Date Tested: 09/10/2025
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: 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 4018.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5639.9 g
Mass of HMA Sample prior to ignition 1621.4 g
Corrected Asphalt Binder Content 5.92 %
Mass Loss 96 g
Mass of aggregate remaining after ignition 1525.4 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C