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Sample Record for 2021-04-15-5

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Project Information

Project ID: 215405 DEA: 032G1604 EFIS: 0320000235 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-45-0.6/12.9
Work Description: COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location Description: YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
Contractor Name: All American Asphalt
Contractor Address: PO Box 635, Live Oaks, CA 95953
Resident Engineer: Luis Pompa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-15-5
TL Number from the TL Form: 849148
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: 04/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2021
The quantity of what the sample constitutes: 1 jug
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: Pacific Northwest Oil

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2021-04-15-5-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 04/19/2021
Date Tested: 04/19/2021
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: PER 2018 STANDARD SPECIFICATIONS
Test Result Compliance:
Additional Comments When Verified:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 24.6 %
Beaker 2 Residue 25.4 %
Beaker 3 Residue 24.4 %
Beaker 4 Residue 28.8 %
Percentage of residue 25.8 %