Sample Record for 2026-05-05-35
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1002191 DEA: 11432934 EFIS: 1126000018
QA Service Level: 1
DIST-CO-RTE-PM: 11-UNKNOWN--
Work Description:
Location Description:
Contractor Name: Rove Engineering Inc
Contractor Address: Unknown
Resident Engineer: Carlos Lopez Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-05-05-35
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: 05/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2026
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: API Gateway
Material Information
HMA Type: Type A HMA
HMA Grading: 1-1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 16
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type:
Test Results
Test
DIME Test ID: 2026-05-05-35-1
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: 05/18/2026
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: Complies Target Gmb within 0.024 Gmb from low to high .Tested Low 2.410 and High 2.415 Gmb
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.415
|
|
Bulk Specific Gravity 2
|
2.41
|
|
Bulk Specific Gravity 3
|
2.412
|
|
Average Bulk Specific Gravity
|
2.412
|
Test
DIME Test ID: 2026-05-05-35-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/18/2026
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: Complies Target 5.0% +/- 1.5 % Tested an Avg of 4.0 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.9 %
|
|
Percent Air Voids 2
|
4.1 %
|
|
Percent Air Voids 3
|
4 %
|
|
Average Percent Air Voids
|
4 %
|
Test
DIME Test ID: 2026-05-05-35-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/18/2026
Date Tested: 05/13/2026
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 Avg of 2.48 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
131 F
|
|
Air Void Content for specimen A-1
|
6.7 %
|
|
Air Void Content for specimen A-2
|
6.8 %
|
|
Air Void Content for specimen B-1
|
7 %
|
|
Air Void Content for specimen B-2
|
7 %
|
|
Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
|
>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
0.71 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.59 mm
|
|
Average impression at 5000 passes (left/right avg)
|
0.65 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.39 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.21 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.3 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.1 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.65 mm
|
|
Average impression at 15000 passes (left/right avg)
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1.88 mm
|
|
Maximum impression at 20000 passes (left wheel)
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2.67 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.28 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.47 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
Test
DIME Test ID: 2026-05-05-35-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/26/2026
Date Tested: 05/19/2026
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 Targets WET > 70 psi and Dry > 100 psi Tested WET 126 psi and DRY 188 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
188 psi
|
|
Average Wet Tensile Strength
|
126 psi
|
|
Tensile Strength Ratio
|
0.67
|
Test
DIME Test ID: 2026-05-05-35-7
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: 05/18/2026
Date Tested: 05/14/2026
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: Does Not Comply Target 2.552 and we tested 2.513 and 2.509 . I will use 2.513 for my Calculations and
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
10199 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
4072.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
12651 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.513
|
|
Theoretical maximum density at 25°C (77°F)
|
156.4 lb/ft^3
|
Test
DIME Test ID: 2026-05-05-35-8
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)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 07/08/2026. The corrected test ID is: 2026-05-05-35-9
Reason: corrected
Test
DIME Test ID: 2026-05-05-35-9
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: 07/08/2026
Date Tested: 05/14/2026
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 Target 3.80 Tested 3.75 % - Oven 3
The test was superseded from test ID: 2026-05-05-35-8
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4024.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
8042.4 g
|
|
Corrected Asphalt Binder Content
|
3.75 %
|
|
Mass of HMA Sample prior to ignition
|
4017.9 g
|
|
Mass Loss
|
156 g
|
|
Mass of aggregate remaining after ignition
|
3861.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.13 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
