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: 2024-04-09-2

TL Number from the TL Form:

Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory

Sample Organization Contact: (530) 741-4238

Type of Sample: Verification

Type of Material: Reclaimed Asphalt Pavement

Sample Taken Date: 04/09/2024

Date that the sample was received by the laboratory/organization performing the testing: 03/15/2024

The quantity of what the sample constitutes: Bags of Rap

A brief description of the sample: 1/2" RAP

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: KRC Hallwood

Material Information

RAP Source: KRC Hallwood

Aggregate Size:

Aggregate Source:

RAP Stockpile:

Stockpile Size (tons):

Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-04-09-2-1

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

Verified Date: 03/29/2024

Date Tested: 03/18/2024

Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory

Organization Address: 5330 Arboga Road,

Organization City: Olivehurst

Organization State: CA

Organization Zipcode: 95961

Organization Email: jeff.herbert@dot.ca.gov

Organization Phone: (530) 741-4238

General Comments for this Test: Submitted from JMF - Julian Gonzales

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	100 %
Cumulative percent passing the 3/4 in. sieve	100 %
Cumulative percent passing the 1/2 in. sieve	96 %
Cumulative percent passing the 3/8 in. sieve	88 %
Cumulative percent passing the #4 sieve	64 %
Cumulative percent passing the #8 sieve	47 %
Cumulative percent passing the #16 sieve	35 %
Cumulative percent passing the #30 sieve	26 %
Cumulative percent passing the #50 sieve	18 %
Cumulative percent passing the #100 sieve	12 %
Cumulative percent passing the #200 sieve	8.7 %

Test 2 of 2

DIME Test ID: 2024-04-09-2-2

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