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: 2022-03-21-71
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2022
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 16 boxes of Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 24.0 RAP and virgin PG 58-34 M from Valero – Benicia
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA
DIME Test ID: 2022-03-21-71-1
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: 06/21/2022
Date Tested: 04/08/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
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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6.20 %
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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
|
no data
|
DIME Test ID: 2022-03-21-71-2
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 06/21/2022
Date Tested: 04/08/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Moisture Content
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0.09 %
|
|
Percent Change
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0 %
|
DIME Test ID: 2022-03-21-71-3
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: 06/21/2022
Date Tested: 03/23/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.383
|
|
Bulk Specific Gravity 2
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2.380
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|
Bulk Specific Gravity 3
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2.379
|
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Average Bulk Specific Gravity
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2.381
|
DIME Test ID: 2022-03-21-71-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/21/2022
Date Tested: 03/22/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
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3.4 %
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|
Percent Air Voids 2
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3.6 %
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Percent Air Voids 3
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3.6 %
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Percent Air Voids Average
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3.5 %
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DIME Test ID: 2022-03-21-71-6
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: 06/21/2022
Date Tested: 03/22/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7335.7 grams
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Mass of oven-dry sample in air for Sample 1
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1617.3 grams
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Mass of container filled with the sample and water for Sample 1
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8297.8 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.468
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Theoretical maximum density at 25°C (77°F)
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153.6 lb/ft^3
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DIME Test ID: 2022-03-21-71-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/21/2022
Date Tested: 03/30/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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SI Units
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Average Dry Tensile Strength
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157 psi
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Average Wet Tensile Strength
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156 psi
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Tensile Strength Ratio
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99
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DIME Test ID: 2022-03-21-71-8
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 06/21/2022
Date Tested: 04/02/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
15000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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1.6 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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1.4 mm
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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