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Sample Record for 2022-02-01-35

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: 2022-02-01-35
TL Number from the TL Form:
Sample Submitted By Organization: RJ Noble Company
Sample Organization Contact: (714) 235-7028
Type of Sample: Aggregate Prequalification Program
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 02/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/01/2022
The quantity of what the sample constitutes: 1 bag of coarse rap
A brief description of the sample: coarse rap
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Orange

Material Information

RAP Source: Manufacturer
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2022-02-01-35-1
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: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 2.31 %

Test

DIME Test ID: 2022-02-01-35-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
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 77.8 %
Cumulative percent passing the 3/8 in. sieve 39.2 %
Cumulative percent passing the #4 sieve 16.4 %
Cumulative percent passing the #8 sieve 13.1 %
Cumulative percent passing the #16 sieve 10.8 %
Cumulative percent passing the #30 sieve 8.9 %
Cumulative percent passing the #50 sieve 6.7 %
Cumulative percent passing the #100 sieve 5.1 %
Cumulative percent passing the #200 sieve 3.8 %

Test

DIME Test ID: 2022-02-01-35-3
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: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.562
Specific Gravity for Sample 2 2.559
Specific Gravity for Sample 3 2.56
Average Specific Gravity 2.56
Theoretical maximum density at 25°C (77°F) no data

Test

DIME Test ID: 2022-02-01-35-4
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 3.44 %
Mass Loss 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

Test

DIME Test ID: 2022-02-01-35-5
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/18/2022
Date Tested: 02/17/2022
Submitted By Organization: RJ Noble Company
Organization Address: 15505 East Lincoln Avenue, P.O. BOX 620
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
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 82.1 %
Cumulative percent passing the 3/8 in. sieve 46.3 %
Cumulative percent passing the #4 sieve 21.4 %
Cumulative percent passing the #8 sieve 16.6 %
Cumulative percent passing the #16 sieve 13.9 %
Cumulative percent passing the #30 sieve 11.4 %
Cumulative percent passing the #50 sieve 8.8 %
Cumulative percent passing the #100 sieve 6.7 %
Cumulative percent passing the #200 sieve 4.8 %