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Sample Record for 2024-08-14-76

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

Project Information

Project ID: 1000221 DEA: 010M6804 EFIS: 0123000055 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-6.0/13.4
Work Description: MICRO-SURFACING, LOW CARBON MICRO-SURFACING, AND DELINEATION.
Location Description: HUMBOLDT COUNTY NEAR CARLOTTA FROM 0.2 MILE WEST OF WILDER ROAD TO VAN DUZEN RIVER BRIDGE 04-0094
Contractor Name: PAVEMENT COATINGS CO.
Contractor Address: Unknown
Resident Engineer: Cody Long Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-14-76
TL Number from the TL Form: 876490
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: 08/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2024
The quantity of what the sample constitutes: 1 OF 1
A brief description of the sample: MIRCO
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western Emulsions Inc

Material Information

Emulsion Grade: MSE
Lot Number:
Sub Lot:
Dilution Percentage Rate:

Test Results

Test 1 of 1

DIME Test ID: 2024-08-14-76-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 08/27/2024
Date Tested: 08/27/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: EVAP
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 65 %
Beaker 2 Residue 64.6 %
Percentage of residue 65 %