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Sample Record for 2020-12-28-15

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: 2020-12-28-15
TL Number from the TL Form:
Sample Submitted By Organization: Vulcan Materials Company - Pleasanton
Sample Organization Contact: (925) 260-3017
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 12/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/28/2020
The quantity of what the sample constitutes: 1
A brief description of the sample: RAP - Chem 3
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Pleasanton

Material Information

RAP Source: Vulcan Materials
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2020-12-28-15-1
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 12/28/2020
Date Tested: 12/28/2020
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:
Corrected Asphalt Binder Content 4.47 %

Test 2 of 3

DIME Test ID: 2020-12-28-15-2
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: 12/28/2020
Date Tested: 12/28/2020
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 Air
Specific Gravity for Sample 1 2.534
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2020-12-28-15-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/28/2020
Date Tested: 12/28/2020
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:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 81.7 %
Cumulative percent passing the #8 sieve 60.9 %
Cumulative percent passing the #16 sieve 44.8 %
Cumulative percent passing the #30 sieve 33.4 %
Cumulative percent passing the #50 sieve 23.9 %
Cumulative percent passing the #100 sieve 16.2 %
Cumulative percent passing the #200 sieve 11.1 %