Print Report | Back to Sample Detail

Sample Record for 2020-02-24-32

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: 2020-02-24-32
TL Number from the TL Form:
Sample Submitted By Organization: Vulcan Materials Company - Pleasanton
Sample Organization Contact: (925) 260-3017
Type of Sample: Aggregate Prequalification Program
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/24/2020
The quantity of what the sample constitutes: 1
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: vulcan materials

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:

Test Results

Test 1 of 4

DIME Test ID: 2020-02-24-32-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/11/2020
Date Tested: 02/28/2020
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 3.9 %
Percent Air Voids 2 4 %
Percent Air Voids 3 4.2 %
Average Percent Air Voids 4 %

Test 2 of 4

DIME Test ID: 2020-02-24-32-2
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: 03/11/2020
Date Tested: 02/28/2020
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 Water
Specific Gravity for Sample 1 2.409
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 4

DIME Test ID: 2020-02-24-32-3
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: 03/11/2020
Date Tested: 02/28/2020
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 2.313
Bulk Specific Gravity 2 2.315
Bulk Specific Gravity 3 2.309
Average Bulk Specific Gravity 2.312

Test 4 of 4

DIME Test ID: 2020-02-24-32-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/11/2020
Date Tested: 02/28/2020
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 119.9 psi
Average Wet Tensile Strength 101.7 psi
Tensile Strength Ratio 84.8