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Sample Record for 2019-09-27-36

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: 2019-09-27-36
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: 09/27/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2019
The quantity of what the sample constitutes: 780 Pounds
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 Lake Herman Drum

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:

Test Results

Test 1 of 4

DIME Test ID: 2019-09-27-36-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/04/2019
Date Tested: 09/27/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: PO 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 4.2 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.0 %
Percent Air Voids Average 4.1 %

Test 2 of 4

DIME Test ID: 2019-09-27-36-2
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: 11/04/2019
Date Tested: 09/27/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: PO 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 2.374
Bulk Specific Gravity 2 2.376
Bulk Specific Gravity 3 2.376
Average Bulk Specific Gravity 2.375

Test 3 of 4

DIME Test ID: 2019-09-27-36-3
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 11/04/2019
Date Tested: 09/27/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: PO 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:
Test procedure used? Method A
Mass of HMA prior to ignition no data
Corrected Asphalt Binder Content 5.60 %
Mass of aggregate remaining after ignition 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 4 of 4

DIME Test ID: 2019-09-27-36-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 11/04/2019
Date Tested: 09/27/2019
Submitted By Organization: Syar Industries, Incorporated
Organization Address: PO 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