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Sample Record for 2023-09-06-42

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

Project Information

Project ID: 994862 DEA: 051P5604 EFIS: 0522000082 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-1-30.0/37.5
Work Description: Overlay with rubberized hot mix asphalt - gap graded (BWC).
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SANTA CRUZ COUNTY NEAR DAVENPORT FROM 0.1 MILE SOUTH OF DAVENPORT LANDING ROAD TO SAN MATEO COUNTY LINE.
Contractor Name: PAPICH CONSTRUCTION CO., INC.
Contractor Address: 398 SUNRISE TERRACE;, ARROYO GRANDE CA 93420
Resident Engineer: Martin Jordan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-06-42
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 09/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2023
The quantity of what the sample constitutes: 1 2 qt jug
A brief description of the sample: BWC Emulsion
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: BWC
Lot Number:
Sub Lot:

Test Results

Test 1 of 1

DIME Test ID: 2023-09-06-42-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 09/20/2023
Date Tested: 09/18/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 63.2 %
Beaker 2 Residue 63.4 %
Percentage of residue 63 %