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Sample Record for 2024-08-06-44

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

Project Information

Project ID: 1000142 DEA: 033G0604 EFIS: 0323000120 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-45-0.2/12.9
Work Description: COLD PLANE AC PAVEMENT, HMA AND SEAL COAT.
Location Description: YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO COUNTY LINE ROAD
Contractor Name: TALLEY OIL, INC.
Contractor Address: 12483 Road 29, Madera ,CA 93638
Resident Engineer: Luis Pompa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-06-44
TL Number from the TL Form: C042946
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: 08/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2024
The quantity of what the sample constitutes: 1 jar
A brief description of the sample: Emulsion - CSS-1h
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TALLY OIL INC

Material Information

Emulsion Grade: CSS-1h
Lot Number:
Sub Lot:
Dilution Percentage Rate:

Test Results

Test 1 of 1

DIME Test ID: 2024-08-06-44-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 08/09/2024
Date Tested: 08/08/2024
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 60.6 %
Beaker 2 Residue 61.4 %
Percentage of residue 61 %