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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 1 of 5

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 2 of 5

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 3 of 5

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 4 of 5

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 5 of 5

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 %