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Sample Record for 2021-06-21-19

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

Project Information

Project ID: 215398 DEA: 060X5204 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-178,223-10.4/57.0,R17.1/R20.0
Work Description: COLD PLANE PAVEMENT, PLACE HMA, RUMBLE STRIPS AND TRAFFIC STRIPES.
Location Description: KERN COUNTY NEAR BAKERSFIELD ON ROUTE 178 FROM 0.2 MILE EAST OF MIRAMONTE DRIVE TO KELSO VALLEY ROAD AND ON ROUTE 223 FROM VINELAND ROAD TO COMANCHE DRIVE
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-21-19
TL Number from the TL Form: c751545
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: 06/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2021
The quantity of what the sample constitutes: 1 of 1 Jug
A brief description of the sample: SS-1h
From where was the sample collected: Distributor
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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2021-06-21-19-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 06/30/2021
Date Tested: 06/30/2021
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:
Additional Comments When Verified:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 40.0 %
Beaker 2 Residue 43.4 %
Beaker 3 Residue 43.2 %
Beaker 4 Residue 42.6 %
Percentage of residue 42.0 %