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Sample Record for 2022-02-01-34

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: 2022-02-01-34
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: 2 Bags Coldfeed Virgin Agg, 2 Bags Combined L.T. Agg, 1 Bag Fine Rap
A brief description of the sample: 1 bag of Fine RAP (No. 4) for use in 3/8-inch Type HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Co Orange

Material Information

RAP Source: RJ Noble co Orange
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: 2022-02-01-34-1
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: 02/01/2022
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 5.68 %

Test 2 of 5

DIME Test ID: 2022-02-01-34-2
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 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 75.6 %
Cumulative percent passing the #8 sieve 53.7 %
Cumulative percent passing the #16 sieve 40.8 %
Cumulative percent passing the #30 sieve 30 %
Cumulative percent passing the #50 sieve 20.9 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 10.9 %

Test 3 of 5

DIME Test ID: 2022-02-01-34-3
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 2.465
Specific Gravity for Sample 2 2.468
Specific Gravity for Sample 3 2.462
Average Specific Gravity 2.465
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 5

DIME Test ID: 2022-02-01-34-4
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 6.99 %
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: 2022-02-01-34-5
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 100 %
Cumulative percent passing the 3/8 in. sieve 99.5 %
Cumulative percent passing the #4 sieve 79.2 %
Cumulative percent passing the #8 sieve 59.2 %
Cumulative percent passing the #16 sieve 44.6 %
Cumulative percent passing the #30 sieve 33 %
Cumulative percent passing the #50 sieve 23.2 %
Cumulative percent passing the #100 sieve 16.5 %
Cumulative percent passing the #200 sieve 11.4 %