Print Report | Back to Sample Detail

Sample Record for 2021-07-28-29

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

Project Information

Project ID: 215465 DEA: 061A8804 EFIS: 0620000178 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-145-0.0/6.0
Work Description: COLD PLANE AC PAVEMENT AND RESURFACE ROADWAY WITH HMA AND RHMA.
Location Description: FRESNO COUNTY NEAR FIVE POINTS FROM ROUTE 145/5 SEPARATION TO COLUSA AVENUE.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-28-29
TL Number from the TL Form: c039739
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: 07/28/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2021
The quantity of what the sample constitutes: 1 jug
A brief description of the sample: 70/30 emulsion
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Talley Oil Madera

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2021-07-28-29-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 08/11/2021
Date Tested: 08/10/2021
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:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 42.0 %
Beaker 2 Residue 41.8 %
Beaker 3 Residue 41.2 %
Beaker 4 Residue 41.8 %
Percentage of residue 42.0 %