Print Report | Back to Sample Detail

Sample Record for 2021-10-03-4

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

Project Information

Project ID: 215720 DEA: 010K4704 EFIS: 0120000101 QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-39.8/46.5
Work Description: MICRO-SURFACING
Location Description: DEL NORTE COUNTY NEAR SMITH RIVER FROM 0.2 MILE NORTH OF ROWDY CREEK BRIDGE TO THE OREGON STATE LINE
Contractor Name: Intermountain Slurry Seal, Inc.
Contractor Address: 1120 Terminal Way, Reno, NV 89502
Resident Engineer: Jess Clifton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-03-4
TL Number from the TL Form: na
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: 10/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2021
The quantity of what the sample constitutes: 1 jug
A brief description of the sample: MSE
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: na

Material Information

Emulsion Grade: MSE
Lot Number:
Sub Lot:

Test Results

Test 1 of 1

DIME Test ID: 2021-10-03-4-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 10/19/2021
Date Tested: 10/18/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified: pass
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 65.6 %
Beaker 2 Residue 65.6 %
Percentage of residue 66.0 %