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: 2025-10-16-30
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: 10/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF Verification
From where was the sample collected: Supplier
Laboratory sample identification: 25-10-16-30-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 53418180 MM
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Morelife 5000
DIME Test ID: 2025-10-16-30-1
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: 11/03/2025
Date Tested: 10/30/2025
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 7.50% Tested a 7.75 %
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
|
4030.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6079.9 g
|
|
Mass of HMA Sample prior to ignition
|
2049.6 g
|
|
Corrected Asphalt Binder Content
|
7.75 %
|
|
Mass Loss
|
168.4 g
|
|
Mass of aggregate remaining after ignition
|
1881.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-16-30-2
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: 11/03/2025
Date Tested: 10/23/2025
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 2.366 Tested 2.366
Test Result Compliance: complies
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
|
2065 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8668 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.366
|
|
Theoretical maximum density at 25°C (77°F)
|
147.3 lb/ft^3
|
DIME Test ID: 2025-10-16-30-3
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: 11/03/2025
Date Tested: 10/24/2025
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 for Gmb
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.276
|
|
Bulk Specific Gravity 2
|
2.28
|
|
Bulk Specific Gravity 3
|
2.268
|
|
Average Bulk Specific Gravity
|
2.275
|
DIME Test ID: 2025-10-16-30-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/03/2025
Date Tested: 10/24/2025
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 for Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3 %
|
|
Percent Air Voids 2
|
3.6 %
|
|
Percent Air Voids 3
|
4.1 %
|
|
Average Percent Air Voids
|
3.6 %
|
DIME Test ID: 2025-10-16-30-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/03/2025
Date Tested: 10/24/2025
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:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.9 %
|
|
Air Void Content for specimen A-2
|
6.8 %
|
|
Air Void Content for specimen B-1
|
6.1 %
|
|
Air Void Content for specimen B-2
|
6 %
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.97 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
2.18 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.58 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
3.46 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.62 mm
|
|
Average impression at 10000 passes (left/right avg)
|
3.04 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
3.92 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
3.52 mm
|
|
Average impression at 15000 passes (left/right avg)
|
3.72 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2025-10-16-30-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/04/2025
Date Tested: 11/04/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Average Dry Tensile Strength
|
121 psi
|
|
Average Wet Tensile Strength
|
81 psi
|
|
Tensile Strength Ratio
|
0.67
|
