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: 2026-01-08-12
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: 01/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/08/2026
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: 26-01-08-12-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 39 API Val
Binder content (%): 4.5
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2026-01-08-12-1
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: 02/12/2026
Date Tested: 01/29/2026
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 4.70% Tested 4.85
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
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4030 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5578.8 g
|
|
Mass of HMA Sample prior to ignition
|
1548.8 g
|
|
Corrected Asphalt Binder Content
|
4.85 %
|
|
Mass Loss
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78.4 g
|
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Mass of aggregate remaining after ignition
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1470.4 g
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|
Correction Factor (Percent by mass of HMA Specimen)
|
0.21 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-01-08-12-2
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: 01/14/2026
Date Tested: 01/12/2026
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: Not Applicable Ran 2 Tests 1st - 2.479 and 2nd 2.477
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
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1537.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8392.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.479
|
|
Theoretical maximum density at 25°C (77°F)
|
154.3 lb/ft^3
|
DIME Test ID: 2026-01-08-12-3
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: 01/14/2026
Date Tested: 01/12/2026
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 Within .99 from lowest to highest . Tested 2.357 to 2.361
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.361
|
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Bulk Specific Gravity 2
|
2.358
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Bulk Specific Gravity 3
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2.357
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Average Bulk Specific Gravity
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2.359
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DIME Test ID: 2026-01-08-12-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/14/2026
Date Tested: 01/12/2026
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 5.0% +/- 5.0% Tested an Avg of 4.9 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.8 %
|
|
Percent Air Voids 2
|
4.9 %
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Percent Air Voids 3
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4.9 %
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Average Percent Air Voids
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4.9 %
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DIME Test ID: 2026-01-08-12-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/16/2026
Date Tested: 01/15/2026
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 DRY- 100 psi Tested WET 158 psi and DRY 188 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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188 psi
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Average Wet Tensile Strength
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158 psi
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Tensile Strength Ratio
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0.84
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DIME Test ID: 2026-01-08-12-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/16/2026
Date Tested: 01/14/2026
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:
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Specimen Preparation Method
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PMLC
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Test Temperature
|
133 F
|
|
Air Void Content for specimen A-1
|
7.1 %
|
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Air Void Content for specimen A-2
|
7.3 %
|
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Air Void Content for specimen B-1
|
7.3 %
|
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Air Void Content for specimen B-2
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7.4 %
|
|
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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0.79 mm
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Maximum impression at 5000 passes (right wheel)
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0.75 mm
|
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Average impression at 5000 passes (left/right avg)
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0.77 mm
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Maximum impression at 10000 passes (left wheel)
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1.62 mm
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Maximum impression at 10000 passes (right wheel)
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1.49 mm
|
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Average impression at 10000 passes (left/right avg)
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1.56 mm
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Maximum impression at 15000 passes (left wheel)
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2.43 mm
|
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Maximum impression at 15000 passes (right wheel)
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2.28 mm
|
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Average impression at 15000 passes (left/right avg)
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2.36 mm
|
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Maximum impression at 20000 passes (left wheel)
|
3.15 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.92 mm
|
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Average impression at 20000 passes (left/right avg)
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3.04 mm
|
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Average impression at 25000 passes (left/right avg)
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no data
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