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Sample Record for 2017-04-20-21

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: 2017-04-20-21
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/20/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2017
The quantity of what the sample constitutes: Mix Design
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc - Northstate Asphalt - Redding, CA

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2017-04-20-21-1
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: 03/21/2018
Date Tested: 04/20/2017
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Data input by Ward Jenkins for PEI during beta.
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 4.91 %

Test 2 of 3

DIME Test ID: 2017-04-20-21-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/21/2018
Date Tested: 04/20/2017
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Data input by Ward Jenkins for PEI during beta. 1/4 in. sieve value is speculative.
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 96 %
Cumulative percent passing the 3/8 in. sieve 89.9 %
Cumulative percent passing the 1/4 in. sieve 80.6 %
Cumulative percent passing the #4 sieve 71.3 %
Cumulative percent passing the #8 sieve 53.9 %
Cumulative percent passing the #16 sieve 38.4 %
Cumulative percent passing the #30 sieve 25.3 %
Cumulative percent passing the #50 sieve 15.8 %
Cumulative percent passing the #100 sieve 9.9 %
Cumulative percent passing the #200 sieve 6.2 %

Test 3 of 3

DIME Test ID: 2017-04-20-21-3
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: 03/21/2018
Date Tested: 04/20/2017
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Data input by Ward Jenkins for PEI during beta.
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.563
Specific Gravity for Sample 2 2.55
Specific Gravity for Sample 3 2.553
Average Specific Gravity 2.555
Theoretical maximum density at 25°C (77°F) no data