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Testing Report for 2021-06-18-16-1

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

Project Information

DEA: 043J3204
EFIS: 0415000131
Project ID: 214531
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL,SM-280-11.5/20.6
Work Description: Replace PCC slabs, resurface AC, place curb ramps and guardrails IN LOS ALTOS HILLS AND MENLO PARK FROM FOOTHILL EXPRESSWAY UNDERCROSSING TO 0.5 MILE NORTH OF SAND HILL ROAD OVERCROSSING
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Eunmi Choi
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-18-16
TL Number from the TL Form: c745540
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: 6/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 6/18/2021
The quantity of what the sample constitutes: 1 of 1 jugs
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: Pacific Northwest Oil - Stockton, CA

Material Information

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

Test Information

DIME Test ID: 2021-06-18-16-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Date Tested: 7/6/2021
Verified Date: 7/6/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 :

Submitted Test Results

How many beakers will be used to conduct the test?: 4
Beaker 1 Residue: 58.8 %
Beaker 2 Residue: 58.2 %
Beaker 3 Residue: 58.8 %
Beaker 4 Residue: 58.8 %
Percentage of residue: 59.0 %