Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2021-06-20-7
TL Number from the TL Form: c751544
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 06/20/2021
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
DIME Test ID: 2021-06-20-7-1
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: Hi Nathan, who is the RE on this project? Couldn't find it in J2.
How many beakers will be used to conduct the test?
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4
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Beaker 1 Residue
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41.4 %
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Beaker 2 Residue
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43.8 %
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Beaker 3 Residue
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40.2 %
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Beaker 4 Residue
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39.6 %
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Percentage of residue
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41 %
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