Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000234 DEA: 112N1774 EFIS: 1123000036
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15,52-Var
Work Description: MICRO-SURFACING, HMA, PAVEMENT MARKING AND SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Peris Salih Structure Rep.: Unknown
DIME Sample ID: 2025-05-21-43
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: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2025
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: 25-05-21-43-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2025-05-21-43-4
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: 05/29/2025
Date Tested: 05/28/2025
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 = 7.5%, Tested 7.66% Saved Material for T30
Test Result Compliance: complies
Additional Comments When Verified:
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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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4028.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5570.7 g
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Mass of HMA Sample prior to ignition
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1542.2 g
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Corrected Asphalt Binder Content
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7.66 %
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Mass Loss
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124.3 g
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Mass of aggregate remaining after ignition
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1417.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.4 %
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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: 2025-05-21-43-5
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: 05/29/2025
Date Tested: 05/28/2025
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: Does Not Comply Target = 2.457 Tested 2 Times 1st- 2.421 and 2nd - 2.420
Test Result Compliance: does not comply
Additional Comments When Verified:
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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
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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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1545 grams
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Mass of container filled with the sample and water for Sample 1
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8382.5 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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2.421
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Theoretical maximum density at 25°C (77°F)
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150.7 lb/ft^3
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DIME Test ID: 2025-05-21-43-6
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: 05/29/2025
Date Tested: 05/28/2025
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 % Tested 2.8%
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.355
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Bulk Specific Gravity 2
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2.354
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Bulk Specific Gravity 3
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2.354
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Average Bulk Specific Gravity
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2.354
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DIME Test ID: 2025-05-21-43-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/29/2025
Date Tested: 05/28/2025
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% Tested an Avg of 2.8%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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2.7 %
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Percent Air Voids 2
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2.8 %
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Percent Air Voids 3
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2.8 %
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Average Percent Air Voids
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2.8 %
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DIME Test ID: 2025-05-21-43-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/02/2025
Date Tested: 07/01/2025
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 71 psi and DRY 100 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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100 psi
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Average Wet Tensile Strength
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71 psi
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Tensile Strength Ratio
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0.71
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DIME Test ID: 2025-05-21-43-9
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/20/2025
Date Tested: 06/16/2025
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 < 12.7 mm Tested an Avg of 9.54 mm
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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no data
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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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no data
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Air Void Content for specimen A-2
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no data
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Air Void Content for specimen B-1
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no data
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Air Void Content for specimen B-2
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no data
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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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2.8 mm
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Maximum impression at 5000 passes (right wheel)
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1.91 mm
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Average impression at 5000 passes (left/right avg)
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2.36 mm
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Maximum impression at 10000 passes (left wheel)
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5.83 mm
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Maximum impression at 10000 passes (right wheel)
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3.83 mm
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Average impression at 10000 passes (left/right avg)
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4.83 mm
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Maximum impression at 15000 passes (left wheel)
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8.71 mm
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Maximum impression at 15000 passes (right wheel)
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5.69 mm
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Average impression at 15000 passes (left/right avg)
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7.2 mm
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Maximum impression at 20000 passes (left wheel)
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11.55 mm
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Maximum impression at 20000 passes (right wheel)
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7.53 mm
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Average impression at 20000 passes (left/right avg)
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9.54 mm
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Average impression at 25000 passes (left/right avg)
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no data
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