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Sample Record for 2020-06-04-16

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

Project Information

Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.2/17.5
Work Description: Santa Cruz 1 CAPM and Bridge Rails
Location Description: SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 585 West Beach Street, Watsonville, CA 95076
Resident Engineer: Gareth Gill Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-04-16
TL Number from the TL Form: 279609
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: 06/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2020
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: Pacific Northwest Oil - Stockton, CA

Material Information

Emulsion Grade: SS-1h
Lot Number: 1
Sub Lot: 7

Test Results

Test 1 of 1

DIME Test ID: 2020-06-04-16-2
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 06/22/2020
Date Tested: 06/19/2020
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 60.2 %
Beaker 2 Residue 60.0 %
Beaker 3 Residue 60.2 %
Beaker 4 Residue 60.4 %
Percentage of residue 60.2 %