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Sample Record for 2019-11-15-21

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: No Project QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-11-15-21
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 11/15/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP 1/2"
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton

Material Information

RAP Source: Vulcan materials
Aggregate Size: 1/2 inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2019-11-15-21-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/18/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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 99.5 %
Cumulative percent passing the 3/8 in. sieve 92.4 %
Cumulative percent passing the 1/4 in. sieve 92.4 %
Cumulative percent passing the #4 sieve 69.3 %
Cumulative percent passing the #8 sieve 51.6 %
Cumulative percent passing the #16 sieve 38.2 %
Cumulative percent passing the #30 sieve 27.8 %
Cumulative percent passing the #50 sieve 19.5 %
Cumulative percent passing the #100 sieve 13.3 %
Cumulative percent passing the #200 sieve 9 %

Test 2 of 3

DIME Test ID: 2019-11-15-21-2
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: 11/18/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Specific Gravity for Sample 1 2.515
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2019-11-15-21-3
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: 11/18/2019
Date Tested: 11/15/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 6.62 %
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