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Sample Record for 2020-07-13-34

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

Project Information

Project ID: 214659 DEA: 060U4904 EFIS: 0616000002 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-204-5.1/6.7
Work Description: COLD PLANE AC PVMT, OVERLAY WITH HMA & RHMA, MODIFY SIGNAL & LIGHTING.
Location Description: KERN COUNTY IN BAKERSFIELD FROM F STREET TO ROUTE 204/99 SEPARATION
Contractor Name: Coral Construction Co.
Contractor Address: P.O. Box 347, Wilsonville, OR 97070
Resident Engineer: Amarjit Dhaliwal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-13-34
TL Number from the TL Form: 771787
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: 07/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2020
The quantity of what the sample constitutes: 1 bottle
A brief description of the sample: EMULSION
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Refining

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2020-07-13-34-2
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 07/27/2020
Date Tested: 07/27/2020
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 44.0 %
Beaker 2 Residue 36.0 %
Beaker 3 Residue 36.8 %
Beaker 4 Residue 36.8 %
Percentage of residue 38.4 %