Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002130 DEA: 113A9454 EFIS: 1125000160
QA Service Level: 1
DIST-CO-RTE-PM: 11-UNKNOWN--unknown
Work Description: Ramp Pavement
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-04-21-46
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: 04/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2026
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: Martin Marietta Lake Elsinore
DIME Test ID: 2026-04-21-46-2
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: 05/05/2026
Date Tested: 04/27/2026
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: 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
|
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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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2541.5 grams
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Mass of container filled with the sample and water for Sample 1
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8935.5 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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2.35
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Theoretical maximum density at 25°C (77°F)
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146.3 lb/ft^3
|
DIME Test ID: 2026-04-21-46-3
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: 05/05/2026
Date Tested: 04/27/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.225
|
|
Bulk Specific Gravity 2
|
2.227
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|
Bulk Specific Gravity 3
|
2.225
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Average Bulk Specific Gravity
|
2.226
|
DIME Test ID: 2026-04-21-46-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/05/2026
Date Tested: 04/27/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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5.3 %
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|
Percent Air Voids 2
|
5.2 %
|
|
Percent Air Voids 3
|
5.3 %
|
|
Average Percent Air Voids
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5.3 %
|
DIME Test ID: 2026-04-21-46-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/11/2026
Date Tested: 04/29/2026
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 , 12.7 mm Tested an Avg of 1.10 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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122 F
|
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Air Void Content for specimen A-1
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6.6 %
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Air Void Content for specimen A-2
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6.6 %
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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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6.9 %
|
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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0.39 mm
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Maximum impression at 5000 passes (right wheel)
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0.41 mm
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Average impression at 5000 passes (left/right avg)
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0.4 mm
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Maximum impression at 10000 passes (left wheel)
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0.78 mm
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Maximum impression at 10000 passes (right wheel)
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0.81 mm
|
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Average impression at 10000 passes (left/right avg)
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0.8 mm
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Maximum impression at 15000 passes (left wheel)
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1.08 mm
|
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Maximum impression at 15000 passes (right wheel)
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1.11 mm
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Average impression at 15000 passes (left/right avg)
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1.1 mm
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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DIME Test ID: 2026-04-21-46-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/11/2026
Date Tested: 04/30/2026
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: Information purposes ONLY
Test Result Compliance: not applicable
Additional Comments When Verified:
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Unit system used?
|
SI Units
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Average Dry Tensile Strength
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102 psi
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Average Wet Tensile Strength
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86 psi
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Tensile Strength Ratio
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0.84
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DIME Test ID: 2026-04-21-46-9
Test Method: AASHTO T308-25: 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: 05/08/2026
Date Tested: 04/30/2026
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: Does Not Comply
Oven 4
Test Result Compliance: does not comply
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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4031.7 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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6104.3 g
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Corrected Asphalt Binder Content
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8.05 %
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Mass of HMA Sample prior to ignition
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2072.6 g
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Mass Loss
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175.5 g
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Mass of aggregate remaining after ignition
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1897.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.42 %
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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: 2026-04-21-46-10
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: 05/13/2026
Date Tested: 05/12/2026
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: Does not comply. Tested 8.13%, Max is 8.0%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
4024.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6049.8 g
|
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Mass of HMA Sample prior to ignition
|
2025.3 g
|
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Corrected Asphalt Binder Content
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8.13 %
|
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Mass Loss
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170.6 g
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Mass of aggregate remaining after ignition
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1854.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.29 %
|
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Moisture Content
|
no data0 %
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|
Temperature Compensation Factor
|
no data0 %
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|
Test Temperature
|
538 F
|
