Print Report | Back to Sample Detail

Sample Record for 2025-10-30-52

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

Project Information

Project ID: 1000912 DEA: 061G7704 EFIS: 0624000165 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-5-16.6/26.7
Work Description: REMOVE AND REPLACE ASPHALT CONCRETE OVERLAY.
Location Description: KINGS COUNTY IN AND NEAR AVENAL FROM ROUTE 5/41 SEPARATION TO FRESNO COUNTY LINE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Chantha Chap Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-30-52
TL Number from the TL Form:
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: 10/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2025
The quantity of what the sample constitutes: 2 Jug
A brief description of the sample: Tack Coat
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction

Material Information

Emulsion Grade: SS-1h
Lot Number:
Sub Lot:
Dilution Percentage Rate: 70/30

Test Results

Test 1 of 1

DIME Test ID: 2025-10-30-52-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 11/18/2025
Date Tested: 11/18/2025
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: Evaporation
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 39.8 %
Beaker 2 Residue 39.8 %
Percentage of residue 40 %