Print Report | Back to Sample Detail

Sample Record for 2021-10-07-20

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

Project Information

Project ID: 215552 DEA: 051N1904 EFIS: 0520000149 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-192-7.0/13.7
Work Description: COLD PLANE AND OVERLAY EXISTING ROADWAY WITH RHMA (GAP GRADED).
Location Description: SANTA BARBARA COUNTY AT VARIOUS LOCATIONS FROM COLD SPRING ROAD TO 0.9 MILE WEST OF NIDEVER ROAD
Contractor Name: TORO ENTERPRISES INC
Contractor Address: P O BOX 6285, OXNARD CA 93030
Resident Engineer: Kevin Murdock Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-07-20
TL Number from the TL Form: c920260
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: 10/07/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2021
The quantity of what the sample constitutes: 1 bottle
A brief description of the sample: tack
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

Emulsion Grade: SS-1h
Lot Number:
Sub Lot:

Test Results

Test 1 of 1

DIME Test ID: 2021-10-07-20-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 10/13/2021
Date Tested: 10/12/2021
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 57.2 %
Beaker 2 Residue 58.2 %
Percentage of residue 58.0 %