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Sample Record for 2026-07-08-42

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2026-07-08-42
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: 07/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/08/2026
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

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320912
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: 2026-07-08-42-2
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: 07/20/2026
Date Tested: 07/18/2026
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: Complies Target 2.486 - Tested 2.489
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 1558.6 grams
Mass of container filled with the sample and water for Sample 1 8407.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.489
Theoretical maximum density at 25°C (77°F) 154.9 lb/ft^3

Test

DIME Test ID: 2026-07-08-42-3
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: 07/20/2026
Date Tested: 07/23/2026
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 Low to High Gmb is less than 0.024 Gmb Low-2.400 Gmb and High- 2.407 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.403
Bulk Specific Gravity 2 2.407
Bulk Specific Gravity 3 2.4
Average Bulk Specific Gravity 2.403

Test

DIME Test ID: 2026-07-08-42-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/20/2026
Date Tested: 07/18/2026
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: Complies Target 4.0 % ( +/- 1.5 % -- Tested an Avg of 3.5 %
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.5 %
Percent Air Voids 2 3.3 %
Percent Air Voids 3 3.6 %
Average Percent Air Voids 3.5 %

Test

DIME Test ID: 2026-07-08-42-5
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: 07/17/2026
Date Tested: 07/16/2026
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 Complies Oven #3
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 4037.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5691 g
Mass of HMA Sample prior to ignition 1653.3 g
Corrected Asphalt Binder Content 7.11 %
Mass Loss 117.5 g
Mass of aggregate remaining after ignition 1535.8 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-07-08-42-6
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: 07/17/2026
Date Tested: 07/16/2026
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 Complies Oven #3
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 3924.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5580.1 g
Mass of HMA Sample prior to ignition 1655.8 g
Corrected Asphalt Binder Content 7.36 %
Mass Loss 121.9 g
Mass of aggregate remaining after ignition 1533.9 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-07-08-42-7
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: 07/16/2026
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 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 4044.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5700.8 g
Mass of HMA Sample prior to ignition 1656.1 g
Corrected Asphalt Binder Content 7.9 %
Mass Loss 130.8 g
Mass of aggregate remaining after ignition 1525.3 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-07-08-42-8
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)
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
Data has not been verified.

Test

DIME Test ID: 2026-07-08-42-9
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/23/2026
Date Tested: 07/21/2026
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 and Avg of 3.86 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 6.6 %
Air Void Content for specimen A-2 6.6 %
Air Void Content for specimen B-1 7.1 %
Air Void Content for specimen B-2 6.9 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.9 mm
Maximum impression at 5000 passes (right wheel) 2.42 mm
Average impression at 5000 passes (left/right avg) 2.16 mm
Maximum impression at 10000 passes (left wheel) 2.47 mm
Maximum impression at 10000 passes (right wheel) 2.83 mm
Average impression at 10000 passes (left/right avg) 2.65 mm
Maximum impression at 15000 passes (left wheel) 3.2 mm
Maximum impression at 15000 passes (right wheel) 3.2 mm
Average impression at 15000 passes (left/right avg) 3.2 mm
Maximum impression at 20000 passes (left wheel) 4.09 mm
Maximum impression at 20000 passes (right wheel) 3.63 mm
Average impression at 20000 passes (left/right avg) 3.86 mm
Average impression at 25000 passes (left/right avg) no data