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Testing Report for 2019-04-01-28-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: No Project
Project ID: 0
QA Service Level:
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-01-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 4/1/2019
Date that the sample was received by the laboratory/organization performing the testing: 4/1/2019
The quantity of what the sample constitutes: Mix Design
A brief description of the sample: -3/8 inch RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit Facility

Material Information

RAP Source: Shaw Pit Facility
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown

Test Information

DIME Test ID: 2019-04-01-28-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Date Tested: 4/1/2019
Verified Date: 5/8/2019
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email:
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Number of tests: 1
Mass Determination: Air
Specific Gravity for Sample 1: 2.560