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Sample Record for 2024-08-14-72

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

Project Information

Project ID: 1000063 DEA: 061F8804 EFIS: 0623000106 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-R39.9/R48.3
Work Description: COLD PLANE, HMA PAVING, AND INDIVIDUAL CONCRETE SLAB REPLACEMENT.
Location Description: KINGS COUNTY AT AND NEAR LEMOORE FROM ROUTE 41/198 SEPARATION TO FRESNO COUNTY LINE
Contractor Name: AGEE CONSTRUCTION CORPORATION
Contractor Address: 1039 Hoblitt Avenue, Clovis, CA
Resident Engineer: Oscar Sherrill Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-14-72
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 08/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2024
The quantity of what the sample constitutes: 1 jar
A brief description of the sample: CSS-1H Emulsified Asphalt
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Standard Emulsion

Material Information

Emulsion Grade: CSS-1h
Lot Number:
Sub Lot:
Dilution Percentage Rate:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-08-14-72-3
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, 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: RE to determine compliance.
Test Result Compliance:
Additional Comments When Verified:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 31.2 %
Beaker 2 Residue 31.2 %
Beaker 3 Residue 31.4 %
Beaker 4 Residue 31.2 %
Percentage of residue 31 %