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Sample Record for 2019-01-04-5

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: 2019-01-04-5
TL Number from the TL Form: Unknown
Sample Submitted By Organization: Vulcan Materials Company - Pleasanton
Sample Organization Contact: (925) 260-3017
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/12/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: JMF 1/2 HMA
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Pleasanton

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: 2019-01-04-5-1
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: 01/15/2019
Date Tested: 01/04/2019
Submitted By Organization: Vulcan Materials Company - Pleasanton
Organization Address: 52 El Charro Road,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: ruedid@vmcmail.com
Organization Phone: (925) 260-3017
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 2.493
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 6

DIME Test ID: 2019-01-04-5-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/15/2019
Date Tested: 01/04/2019
Submitted By Organization: Vulcan Materials Company - Pleasanton
Organization Address: 52 El Charro Road,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: ruedid@vmcmail.com
Organization Phone: (925) 260-3017
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4.0 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.0 %
Percent Air Voids Average 4.0 %

Test 3 of 6

DIME Test ID: 2019-01-04-5-3
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: 01/15/2019
Date Tested: 01/04/2019
Submitted By Organization: Vulcan Materials Company - Pleasanton
Organization Address: 52 El Charro Road,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: ruedid@vmcmail.com
Organization Phone: (925) 260-3017
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.393
Bulk Specific Gravity 2 2.390
Bulk Specific Gravity 3 2.394
Average Bulk Specific Gravity 2.392

Test 4 of 6

DIME Test ID: 2019-01-04-5-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/15/2019
Date Tested: 01/04/2019
Submitted By Organization: Vulcan Materials Company - Pleasanton
Organization Address: 52 El Charro Road,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: ruedid@vmcmail.com
Organization Phone: (925) 260-3017
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 150.9 psi
Average Wet Tensile Strength 133.4 psi
Tensile Strength Ratio no data

Test 5 of 6

DIME Test ID: 2019-01-04-5-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/15/2019
Date Tested: 01/04/2019
Submitted By Organization: Vulcan Materials Company - Pleasanton
Organization Address: 52 El Charro Road,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: ruedid@vmcmail.com
Organization Phone: (925) 260-3017
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) 18892
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 4.487 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 12.793 mm
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000

Test 6 of 6

DIME Test ID: 2019-01-04-5-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/14/2019
Date Tested: 01/04/2019
Submitted By Organization: Vulcan Materials Company - Pleasanton
Organization Address: 52 El Charro Road,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: ruedid@vmcmail.com
Organization Phone: (925) 260-3017
General Comments for this Test: Updated HWT results with Impression at 15,000 passes.
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) 18892
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 1.988 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 5.781 mm
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000