Print Report | Back to Test Summary

Testing Report for 2021-02-16-14-2

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

Project Information

Project ID: 214700 DEA: 030F2804 EFIS: 0312000069 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Dillard Overcrossing and McConnel Overhead
Location Description: Hwy 99, Elk Grove, CA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Saed Masoud Structure Rep.: Ha, Chau

Sample Information

DIME Sample ID: 2021-02-16-14
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: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 02/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 2
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:

Test Information

DIME Test ID: 2021-02-16-14-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 02/23/2021
Date Tested: 02/22/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: as per 2018 standard specs
Additional Comments When Verified:

Submitted Test Results

Is a normal test obtainable? Yes
Number of replicates tested Two
Ductility of test #1 (D1) 150 cm
Ductility of test #2 (D2) 150 cm
Ductility of sample 150 cm