Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-07-15-125
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2024
The quantity of what the sample constitutes: Cans of Binder
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed- Rio Linda
DIME Test ID: 2024-07-15-125-1
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: 07/31/2024
Date Tested: 07/22/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.7 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2024-07-15-125-2
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: 07/31/2024
Date Tested: 07/23/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.536
|
|
Bulk Specific Gravity 2
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2.542
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Bulk Specific Gravity 3
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2.532
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Average Bulk Specific Gravity
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2.537
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DIME Test ID: 2024-07-15-125-3
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: 07/31/2024
Date Tested: 07/22/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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3
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|
What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
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Water
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Specific Gravity for Sample 1
|
no data
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|
Specific Gravity for Sample 2
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no data
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Specific Gravity for Sample 3
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no data
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Average Specific Gravity
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2.628
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Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2024-07-15-125-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/31/2024
Date Tested: 07/23/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
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3.5 %
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Percent Air Voids 2
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3.3 %
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Percent Air Voids 3
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3.6 %
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Average Percent Air Voids
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3.5 %
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DIME Test ID: 2024-07-15-125-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/31/2024
Date Tested: 07/24/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Average Dry Tensile Strength
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196 psi
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Average Wet Tensile Strength
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173 psi
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Tensile Strength Ratio
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no data
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DIME Test ID: 2024-07-15-125-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/31/2024
Date Tested: 07/24/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Specimen Preparation Method
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no data
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Test Temperature
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no data
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Air Void Content for specimen A-1
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no data
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Air Void Content for specimen A-2
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no data
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Air Void Content for specimen B-1
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no data
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Air Void Content for specimen B-2
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no data
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Stripping Inflection Point (Wheel A)
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25000
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Stripping Inflection Point (Wheel B)
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25000
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Maximum impression at 5000 passes (left wheel)
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no data
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Maximum impression at 5000 passes (right wheel)
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no data
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Average impression at 5000 passes (left/right avg)
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no data
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Maximum impression at 10000 passes (left wheel)
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no data
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Maximum impression at 10000 passes (right wheel)
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no data
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Average impression at 10000 passes (left/right avg)
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no data
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Maximum impression at 15000 passes (left wheel)
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no data
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Maximum impression at 15000 passes (right wheel)
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no data
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Average impression at 15000 passes (left/right avg)
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no data
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Maximum impression at 20000 passes (left wheel)
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no data
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Maximum impression at 20000 passes (right wheel)
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no data
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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