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: 2019-01-24-11
TL Number from the TL Form:
Sample Submitted By Organization: Syar Industries, Incorporated
Sample Organization Contact: (707) 259-5705
Type of Sample: Preliminary
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/24/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2019
The quantity of what the sample constitutes: NA
A brief description of the sample: 1/2" HMA-SP WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Todd Road Batch
DIME Test ID: 2019-01-24-11-1
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: 02/26/2019
Date Tested: 01/24/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: P.O. Box 2540,
Organization City: Napa
Organization State: CA
Organization Zipcode: 94558
Organization Email: nhall@syar.com
Organization Phone: (707) 333-8911
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
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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5.6 %
|
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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
|
DIME Test ID: 2019-01-24-11-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/26/2019
Date Tested: 01/24/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: P.O. Box 2540,
Organization City: Napa
Organization State: CA
Organization Zipcode: 94558
Organization Email: nhall@syar.com
Organization Phone: (707) 333-8911
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
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4.1 %
|
|
Percent Air Voids 2
|
4.2 %
|
|
Percent Air Voids 3
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4.1 %
|
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Average Percent Air Voids
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4.1 %
|
DIME Test ID: 2019-01-24-11-3
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: 02/26/2019
Date Tested: 01/24/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: P.O. Box 2540,
Organization City: Napa
Organization State: CA
Organization Zipcode: 94558
Organization Email: nhall@syar.com
Organization Phone: (707) 333-8911
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
|
Air
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Specific Gravity for Sample 1
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2.456
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Theoretical maximum density at 25°C (77°F)
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no data
|
DIME Test ID: 2019-01-24-11-4
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: 02/26/2019
Date Tested: 01/24/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: P.O. Box 2540,
Organization City: Napa
Organization State: CA
Organization Zipcode: 94558
Organization Email: nhall@syar.com
Organization Phone: (707) 333-8911
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.356
|
|
Bulk Specific Gravity 2
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2.354
|
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Bulk Specific Gravity 3
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2.356
|
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Average Bulk Specific Gravity
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2.355
|
DIME Test ID: 2019-01-24-11-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/26/2019
Date Tested: 01/24/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: P.O. Box 2540,
Organization City: Napa
Organization State: CA
Organization Zipcode: 94558
Organization Email: nhall@syar.com
Organization Phone: (707) 333-8911
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
181 psi
|
|
Average Wet Tensile Strength
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98 psi
|
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Tensile Strength Ratio
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54.1
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DIME Test ID: 2019-01-24-11-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/26/2019
Date Tested: 01/24/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: P.O. Box 2540,
Organization City: Napa
Organization State: CA
Organization Zipcode: 94558
Organization Email: nhall@syar.com
Organization Phone: (707) 333-8911
General Comments for this Test:
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)
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2500
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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)
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2500
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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no data0 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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no data0 mm
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Stripping Inflection Point (Wheel A)
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0
|
|
Stripping Inflection Point (Wheel B)
|
0
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