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: 2024-03-08-6

TL Number from the TL Form:

Sample Submitted By Organization: CT SC - 3675 - Fresno 2

Sample Organization Contact: (559) 304-3318

Type of Sample: Verification

Type of Material: Reclaimed Asphalt Pavement

Sample Taken Date: 03/08/2024

Date that the sample was received by the laboratory/organization performing the testing: 11/30/-0001

The quantity of what the sample constitutes: Demo

A brief description of the sample: Demo

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Demo

Material Information

RAP Source: Demo

Aggregate Size:

Aggregate Source:

RAP Stockpile:

Stockpile Size (tons):

Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-03-08-6-1

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

Verified Date: 03/08/2024

Date Tested: 03/08/2024

Submitted By Organization: CT SC - 3675 - Fresno 2

Organization Address: 3240 North Millbrook Avenue,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93726

Organization Email: nathan.quiroz@dot.ca.gov

Organization Phone: (559) 304-3318

General Comments for this Test: Submitted from JMF - Bandy Ahmed

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	100 %
Cumulative percent passing the 3/8 in. sieve	100 %
Cumulative percent passing the #4 sieve	80 %
Cumulative percent passing the #8 sieve	59 %
Cumulative percent passing the #16 sieve	44 %
Cumulative percent passing the #30 sieve	33 %
Cumulative percent passing the #50 sieve	19 %
Cumulative percent passing the #100 sieve	16 %
Cumulative percent passing the #200 sieve	11.4 %

Test 2 of 2

DIME Test ID: 2024-03-08-6-2

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