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: 2026-06-04-104
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: 06/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2026
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: Vulcan Carrol Canyon
DIME Test ID: 2026-06-04-104-10
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: 06/23/2026
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 2.495 Gmm Tested 2.496 Gmm
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
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2533.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8994 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.496
|
|
Theoretical maximum density at 25°C (77°F)
|
155.4 lb/ft^3
|
DIME Test ID: 2026-06-04-104-6
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: 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 Low and High Gmb between 0.024 Tested Low 2.404 Gmb and High 2.405 Gmb
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.405
|
|
Bulk Specific Gravity 2
|
2.404
|
|
Bulk Specific Gravity 3
|
2.405
|
|
Average Bulk Specific Gravity
|
2.405
|
DIME Test ID: 2026-06-04-104-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 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 4.0 +/- 1.5 Tested an Avg of 3.6
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.6 %
|
|
Percent Air Voids 2
|
3.7 %
|
|
Percent Air Voids 3
|
3.6 %
|
|
Average Percent Air Voids
|
3.6 %
|
DIME Test ID: 2026-06-04-104-2
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: 06/30/2026
Date Tested: 06/11/2026
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: RAP
Oven 3
Does Not Comply
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
|
4049.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5702.1 g
|
|
Mass of HMA Sample prior to ignition
|
1652.2 g
|
|
Corrected Asphalt Binder Content
|
8 %
|
|
Mass Loss
|
132.1 g
|
|
Mass of aggregate remaining after ignition
|
1520.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-06-04-104-3
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: 06/30/2026
Date Tested: 06/11/2026
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: RAP
Oven 3
Does Not Comply
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
|
3928.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5578.5 g
|
|
Mass of HMA Sample prior to ignition
|
1650.2 g
|
|
Corrected Asphalt Binder Content
|
8.02 %
|
|
Mass Loss
|
132.3 g
|
|
Mass of aggregate remaining after ignition
|
1517.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-06-04-104-4
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: 06/30/2026
Date Tested: 06/11/2026
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: RAP
Oven 3
Does Not Comply
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
|
4036.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5687.7 g
|
|
Mass of HMA Sample prior to ignition
|
1651.3 g
|
|
Corrected Asphalt Binder Content
|
8.08 %
|
|
Mass Loss
|
133.5 g
|
|
Mass of aggregate remaining after ignition
|
1517.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-06-04-104-5
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: 07/21/2026
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: Oven 3
Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3922.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5951.7 g
|
|
Mass of HMA Sample prior to ignition
|
2029 g
|
|
Corrected Asphalt Binder Content
|
4.56 %
|
|
Mass Loss
|
108 g
|
|
Mass of aggregate remaining after ignition
|
1921 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.76 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2026-06-04-104-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/01/2026
Date Tested: 06/30/2026
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: Complies Target <12.7 mm
Tested Avg of 2.07 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.7 %
|
|
Air Void Content for specimen A-2
|
6.6 %
|
|
Air Void Content for specimen B-1
|
6.8 %
|
|
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)
|
0.36 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.54 mm
|
|
Average impression at 5000 passes (left/right avg)
|
0.45 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
0.68 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.03 mm
|
|
Average impression at 10000 passes (left/right avg)
|
0.86 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
1.02 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.57 mm
|
|
Average impression at 15000 passes (left/right avg)
|
1.3 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
1.34 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.36 mm
|
|
Average impression at 20000 passes (left/right avg)
|
1.85 mm
|
|
Average impression at 25000 passes (left/right avg)
|
2.07 mm
|
DIME Test ID: 2026-06-04-104-9
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/06/2026
Date Tested: 07/06/2026
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 -103 psi and DRY 168 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
168 psi
|
|
Average Wet Tensile Strength
|
103 psi
|
|
Tensile Strength Ratio
|
0.61
|
