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: 2023-09-21-135

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: 09/21/2023

Date that the sample was received by the laboratory/organization performing the testing: 09/22/2023

The quantity of what the sample constitutes: JMF Verification/PSE

A brief description of the sample: 2 bags of Fine RAP (3/8-inch)

From where was the sample collected: Manufacturer

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Mustang Plant

Material Information

RAP Source: Mustang Plant

Aggregate Size:

Aggregate Source:

RAP Stockpile:

Stockpile Size (tons):

Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-09-21-135-1

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

Verified Date: 04/16/2024

Date Tested: 09/26/2023

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	100 %
Cumulative percent passing the #4 sieve	80 %
Cumulative percent passing the #8 sieve	61 %
Cumulative percent passing the #16 sieve	47 %
Cumulative percent passing the #30 sieve	36 %
Cumulative percent passing the #50 sieve	26 %
Cumulative percent passing the #100 sieve	18 %
Cumulative percent passing the #200 sieve	11.7 %

Test 2 of 2

DIME Test ID: 2023-09-21-135-2

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)