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: 2023-07-21-68

TL Number from the TL Form:

Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory

Sample Organization Contact: (916) 227-7302

Type of Sample: Verification

Type of Material: Reclaimed Asphalt Pavement

Sample Taken Date: 07/21/2023

Date that the sample was received by the laboratory/organization performing the testing: 07/21/2023

The quantity of what the sample constitutes: 6 bags

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

From where was the sample collected: Source

Laboratory sample identification:

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: Granite Construction - Bradshaw

Material Information

RAP Source: source

Aggregate Size:

Aggregate Source:

RAP Stockpile:

Stockpile Size (tons):

Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2023-07-21-68-1

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

Verified Date: 08/17/2023

Date Tested: 08/04/2023

Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory

Organization Address: 5900 Folsom Boulevard,

Organization City: Sacramento

Organization State: CA

Organization Zipcode: 95819

Organization Email: guadalupe.magana@dot.ca.gov

Organization Phone: (530) 713-6823

General Comments for this Test: Submitted from JMF - Esther Foo

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	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	34 %
Cumulative percent passing the #50 sieve	24 %
Cumulative percent passing the #100 sieve	16 %
Cumulative percent passing the #200 sieve	11.4 %

Test 2 of 2

DIME Test ID: 2023-07-21-68-2

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