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Sample Record for 2024-08-23-43

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

Project Information

Project ID: 1000141 DEA: 033G0404 EFIS: 0323000118 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-16-0.6/3.9,5.7/6.0
Work Description: RHMA, PARTIAL DEPTH RECYCLING, & REPLACE AC SURFACING.
Location Description: YOLO COUNTY NEAR RUMSEY FROM COLUSA COUNTY LINE TO CACHE CREEK BRIDGE AND FROM 0.6 TO 0.4 MILE WEST OF RUMSEY CANYON BRIDGE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 4th Street, Berkeley, CA 94710
Resident Engineer: Luis Pompa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-23-43
TL Number from the TL Form: 849061
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphaltic Emulsion
Sample Taken Date: 08/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2024
The quantity of what the sample constitutes: 1 OF 1
A brief description of the sample: PASS R
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: PASS-R
Lot Number:
Sub Lot:
Dilution Percentage Rate:

Test Results

Test 1 of 1

DIME Test ID: 2024-08-23-43-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 09/03/2024
Date Tested: 08/29/2024
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 65.2 %
Beaker 2 Residue 65.2 %
Percentage of residue 65 %