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Sample Record for 2021-06-08-11

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Project Information

Project ID: 215412 DEA: 061A9404 EFIS: 0620000141 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-20.0/21.0,30.9/37.3
Work Description: COLD PLANE AND REPLACE WITH RHMA (TYPE O).
Location Description: FRESNO COUNTY FROM 2 MILES NORTH OF ROUTE 5/33/145 SEPARATION TO SOUTH DERRIC AVENUE OVERCROSSING AND FROM 1 MILE NORTH OF ROUTE 5/33 SEPARATION TO 1.1 MILES SOUTH OF KAMM AVENUE OVERCROSSING
Contractor Name: Austin Enterprise
Contractor Address: Box 81926, Bakersfield, CA 93380
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-08-11
TL Number from the TL Form: c813544
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: 06/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2021
The quantity of what the sample constitutes: 1 jug
A brief description of the sample: BWC Emulsion
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Talley Oil - Madera

Material Information

Emulsion Grade: Bonded Wearing Course
Lot Number:
Sub Lot:

Test Results

Test 1 of 1

DIME Test ID: 2021-06-08-11-1
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 66.4 %
Beaker 2 Residue 66.4 %
Beaker 3 Residue 66.4 %
Beaker 4 Residue 66.4 %
Percentage of residue 66.0 %