Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002270 DEA: 113A9294 EFIS: 1125000135
QA Service Level: 1
DIST-CO-RTE-PM: 11---unknown
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-06-02-37
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: 06/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2026
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside
DIME Test ID: 2026-06-02-37-2
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/30/2026
Date Tested: 06/24/2026
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 7.02 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
7 %
|
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Air Void Content for specimen A-2
|
6.6 %
|
|
Air Void Content for specimen B-1
|
7 %
|
|
Air Void Content for specimen B-2
|
7 %
|
|
Stripping Inflection Point (Wheel A)
|
25000
|
|
Stripping Inflection Point (Wheel B)
|
25000
|
|
Maximum impression at 5000 passes (left wheel)
|
0.98 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.96 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.47 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.89 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
3.89 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.89 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.66 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
5.79 mm
|
|
Average impression at 15000 passes (left/right avg)
|
4.22 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
3.31 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
7.8 mm
|
|
Average impression at 20000 passes (left/right avg)
|
5.56 mm
|
|
Average impression at 25000 passes (left/right avg)
|
7.02 mm
|
DIME Test ID: 2026-06-02-37-4
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: 07/07/2026
Date Tested: 06/18/2026
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 #3
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3961.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5990.3 g
|
|
Mass of HMA Sample prior to ignition
|
2029 g
|
|
Corrected Asphalt Binder Content
|
8.77 %
|
|
Mass Loss
|
179.7 g
|
|
Mass of aggregate remaining after ignition
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1849.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.09 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
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|
Test Temperature
|
538 F
|
DIME Test ID: 2026-06-02-37-5
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: 06/30/2026
Date Tested: 06/22/2026
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 is within 0.024 from high Gmb to low Gmb Tested low-2.889 and high 2.397
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.397
|
|
Bulk Specific Gravity 2
|
2.389
|
|
Bulk Specific Gravity 3
|
2.393
|
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Average Bulk Specific Gravity
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2.393
|
DIME Test ID: 2026-06-02-37-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/30/2026
Date Tested: 06/22/2026
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 4.0 % +/- 1.5 % Tested an Avg of 3.5 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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3.3 %
|
|
Percent Air Voids 2
|
3.6 %
|
|
Percent Air Voids 3
|
3.5 %
|
|
Average Percent Air Voids
|
3.5 %
|
DIME Test ID: 2026-06-02-37-7
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: 06/30/2026
Date Tested: 06/22/2026
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 - Target 2.449 Tested 2 times 1) 2.479 and 2) 2.476 Used 2.479 for Calcs
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2531.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8985.9 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
|
2.479
|
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Theoretical maximum density at 25°C (77°F)
|
154.3 lb/ft^3
|
DIME Test ID: 2026-06-02-37-8
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: 07/23/2026
Date Tested: 07/10/2026
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: Retest, failed at 8.23%.
Max allowed is 8.0%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4026.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6058.2 g
|
|
Mass of HMA Sample prior to ignition
|
2031.8 g
|
|
Corrected Asphalt Binder Content
|
8.23 %
|
|
Mass Loss
|
169 g
|
|
Mass of aggregate remaining after ignition
|
1862.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.09 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
