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Sample Record for 2022-07-06-33

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

Project Information

Project ID: 993571 DEA: 061C4904 EFIS: 0621000171 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-15.4/27.2
Work Description: COLD PLANE AC PAVEMENT, HMA (TYPE A) AND RHMA-G.
Location Description: KERN COUNTY NEAR BUTTONWILLOW FROM ROUTE 33 TO BUTTONWILLOW DRIVE.
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Bob Decker Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-06-33
TL Number from the TL Form: 773884
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 07/06/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/11/2022
The quantity of what the sample constitutes: 2 of 2 jugs
A brief description of the sample: EMULSION SS1H
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VSS Emultech Bakersfield

Material Information

Emulsion Grade: SS-1h
Lot Number:
Sub Lot:

Test Results

Test 1 of 1

DIME Test ID: 2022-07-06-33-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 07/13/2022
Date Tested: 07/11/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
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:
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 40.8 %
Beaker 2 Residue 41.0 %
Percentage of residue 41.0 %