Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-02-13-6
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: 02/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pyramid Construction - Heber
DIME Test ID: 2026-02-13-6-1
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: 03/05/2026
Date Tested: 02/17/2026
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:
|
What temperature unit is used?
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Celsius
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|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4038.6 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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6562.5 g
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Mass of HMA Sample prior to ignition
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2523.9 g
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Corrected Asphalt Binder Content
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4.35 %
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Mass Loss
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123.2 g
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Mass of aggregate remaining after ignition
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2400.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.53 %
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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DIME Test ID: 2026-02-13-6-2
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: 03/05/2026
Date Tested: 02/17/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
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Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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2516.9 grams
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|
Mass of container filled with the sample and water for Sample 1
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8983.3 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.494
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Theoretical maximum density at 25°C (77°F)
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155.2 lb/ft^3
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DIME Test ID: 2026-02-13-6-3
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: 03/05/2026
Date Tested: 02/17/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.387
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Bulk Specific Gravity 2
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2.39
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Bulk Specific Gravity 3
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2.391
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Average Bulk Specific Gravity
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2.389
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DIME Test ID: 2026-02-13-6-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/05/2026
Date Tested: 02/17/2026
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:
|
Percent Air Voids
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4.3 %
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|
Percent Air Voids 2
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4.2 %
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Percent Air Voids 3
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4.1 %
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Average Percent Air Voids
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4.2 %
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DIME Test ID: 2026-02-13-6-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/05/2026
Date Tested: 02/27/2026
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 - 154 psi DRY - 228 psi
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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228 psi
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Average Wet Tensile Strength
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154 psi
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Tensile Strength Ratio
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0.68
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DIME Test ID: 2026-02-13-6-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/05/2026
Date Tested: 02/25/2026
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: Target < 12.7 mm Tested an Avg of 2.38 mm
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
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Test Temperature
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131 F
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Air Void Content for specimen A-1
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6.5 %
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Air Void Content for specimen A-2
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6.8 %
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Air Void Content for specimen B-1
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6.7 %
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Air Void Content for specimen B-2
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6.6 %
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Stripping Inflection Point (Wheel A)
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>20000
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Stripping Inflection Point (Wheel B)
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>20000
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Maximum impression at 5000 passes (left wheel)
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0.41 mm
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Maximum impression at 5000 passes (right wheel)
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0.8 mm
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Average impression at 5000 passes (left/right avg)
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0.61 mm
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Maximum impression at 10000 passes (left wheel)
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0.79 mm
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Maximum impression at 10000 passes (right wheel)
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1.61 mm
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Average impression at 10000 passes (left/right avg)
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1.2 mm
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Maximum impression at 15000 passes (left wheel)
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1.2 mm
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Maximum impression at 15000 passes (right wheel)
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2.42 mm
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Average impression at 15000 passes (left/right avg)
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1.81 mm
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Maximum impression at 20000 passes (left wheel)
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1.57 mm
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Maximum impression at 20000 passes (right wheel)
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3.18 mm
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Average impression at 20000 passes (left/right avg)
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2.38 mm
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Average impression at 25000 passes (left/right avg)
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no data
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