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Testing Report for 2020-06-16-52-2

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

Project Information

DEA: 031J1904
EFIS: 0320000169
Project ID: 215041
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70,99-
Work Description: In-kind restoration pvmt. repair w/HMA medium overlay, striping, traffic control, incidental work
Location Description: Yubat & Sutter Counties at various locaitons
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Donald Ward
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-16-52
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 6/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 6/16/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Rio Linda

Material Information

RAP Source: Clements Hot Plant
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Information

DIME Test ID: 2020-06-16-52-2
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: 7/30/2020
Verified Date: 9/14/2020
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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: JMF20-025
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of tests: 1
Mass Determination: Air
Specific Gravity for Sample 1: 2.605