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: 2022-03-18-56

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: 03/18/2022

Date that the sample was received by the laboratory/organization performing the testing: 03/21/2022

The quantity of what the sample constitutes: JMF Verification

A brief description of the sample: Combined RAP for use in 1/2-inch Type A HMA

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt - Redding, CA

Material Information

RAP Source: Northstate Asphalt

Aggregate Size:

Aggregate Source:

RAP Stockpile:

Stockpile Size (tons):

Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2022-03-18-56-1

Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)

Verified Date: 06/20/2022

Date Tested: 03/24/2022

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	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	95.9 %
Cumulative percent passing the 3/8 in. sieve	86.1 %
Cumulative percent passing the #4 sieve	60.7 %
Cumulative percent passing the #8 sieve	43.6 %
Cumulative percent passing the #16 sieve	31.5 %
Cumulative percent passing the #30 sieve	23.2 %
Cumulative percent passing the #50 sieve	16.7 %
Cumulative percent passing the #100 sieve	12.1 %
Cumulative percent passing the #200 sieve	9 %

Test 2 of 2

DIME Test ID: 2022-03-18-56-2

Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)