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 CC
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: 2026-07-08-42-5
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: 2026-07-08-42-2
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: 2026-07-08-42-4
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: 2026-07-08-42-3
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: 2026-07-08-42-9
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
|
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: 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 08/07/2026. The corrected test ID is: 2026-07-08-42-15
Reason: retested
Test
DIME Test ID: 2026-07-08-42-12
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
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 08/13/2026.
Reason: retested
Test
DIME Test ID: 2026-07-08-42-10
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/27/2026
Date Tested: 07/27/2026
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 WET > 70 psi and DRY > 100 psi Tested WET -97 psi and DRY- 186 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
186 psi
|
|
Average Wet Tensile Strength
|
97 psi
|
|
Tensile Strength Ratio
|
0.52
|
Test
DIME Test ID: 2026-07-08-42-13
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
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 08/07/2026.
Reason: retested
Test
DIME Test ID: 2026-07-08-42-15
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: 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 08/13/2026.
Reason: retested
Test
DIME Test ID: 2026-07-08-42-16
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: 08/14/2026
Date Tested: 08/13/2026
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: Oven #1, complies. Tested 5.16%, target 5.30%.
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
|
4045 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5592.1 g
|
|
Mass of HMA Sample prior to ignition
|
1547.1 g
|
|
Corrected Asphalt Binder Content
|
5.16 %
|
|
Mass Loss
|
89 g
|
|
Mass of aggregate remaining after ignition
|
1458.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.59 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
Test
DIME Test ID: 2026-07-08-42-17
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/14/2026
Date Tested: 08/13/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
1.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
1.4 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
1.5 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
92 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
78 %
|
|
Cumulative percent passing the #4 sieve
|
51 %
|
|
Cumulative percent passing the #8 sieve
|
38 %
|
|
Cumulative percent passing the #16 sieve
|
31 %
|
|
Cumulative percent passing the #30 sieve
|
23 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
5.7 %
|
