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Sample Record for 2021-06-14-13

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Project Information

Project ID: 214795 DEA: 030H3424 EFIS: 0317000153 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-22.6
Work Description: REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Howard Giang Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2021-06-14-13
TL Number from the TL Form: c789511
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: 06/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2021
The quantity of what the sample constitutes: 1 jag
A brief description of the sample: Tack Oil
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2021-06-14-13-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 06/16/2021
Date Tested: 06/16/2021
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: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 59.2 %
Beaker 2 Residue 59.2 %
Beaker 3 Residue 58.8 %
Beaker 4 Residue 59.0 %
Percentage of residue 59.0 %