Print Report | Back to Sample Detail

Sample Record for 2024-11-04-102

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

Project Information

Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-11-04-102
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 11/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/05/2024
The quantity of what the sample constitutes: JMF Verification and Production Start-Up Evaluation
A brief description of the sample: 1 bag of Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction — Sierra Cascade Aggregate and Asphalt Products (Chester, CA)

Material Information

RAP Source: Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-11-04-102-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/03/2025
Date Tested: 11/14/2024
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: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve no data
Cumulative percent passing the 1 in. sieve no data
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 98 %
Cumulative percent passing the #4 sieve 76 %
Cumulative percent passing the #8 sieve 52 %
Cumulative percent passing the #16 sieve 39 %
Cumulative percent passing the #30 sieve 27 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 10.5 %

Test 2 of 3

DIME Test ID: 2024-11-04-102-2
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: 03/03/2025
Date Tested: 11/13/2024
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: Pbr(uncorrected)=5.89%, Pbr≈5.16%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3028.1 g
Mass of the specimen and specimen basket assembly prior to ignition 4708.3 g
Mass of HMA Sample prior to ignition 1680.2 g
Corrected Asphalt Binder Content 5.89 %
Mass Loss 102 g
Mass of aggregate remaining after ignition 1578.2 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2024-11-04-102-3
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: 03/03/2025
Date Tested: 11/12/2024
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: Submitted from JMF - Ward Jenkins
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 2.51
Specific Gravity for Sample 2 no data
Specific Gravity for Sample 3 no data
Average Specific Gravity 2.51
Theoretical maximum density at 25°C (77°F) no data