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Sample Record for 2019-01-17-4

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: 2019-01-17-4
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: 01/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/26/2019
The quantity of what the sample constitutes: NA
A brief description of the sample: 1/2" HMA-SP RAP WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Todd Road Drum

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 1
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2019-01-17-4-1
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: 01/17/2019
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 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.457
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 6

DIME Test ID: 2019-01-17-4-2
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: 01/17/2019
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 4.1 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.0 %
Percent Air Voids Average 4.1 %

Test 3 of 6

DIME Test ID: 2019-01-17-4-3
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: 02/26/2019
Date Tested: 01/17/2019
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 2.357
Bulk Specific Gravity 3 2.358
Average Bulk Specific Gravity 2.357

Test 4 of 6

DIME Test ID: 2019-01-17-4-4
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: 01/17/2019
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 135 psi
Average Wet Tensile Strength 84 psi
Tensile Strength Ratio 62.2

Test 5 of 6

DIME Test ID: 2019-01-17-4-5
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: 02/26/2019
Date Tested: 01/17/2019
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 no data
Corrected Asphalt Binder Content 5.40 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 6 of 6

DIME Test ID: 2019-01-17-4-6
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: 01/17/2019
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) 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 0 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 0 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0