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Sample Record for 2021-04-28-9

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

Project Information

Project ID: 215163 DEA: 060X3904 EFIS: 0618000061 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-43-0.0/3.2
Work Description: COLD PLANE PAVEMENT, PLACE HMA, RHMA AND TRAFFIC STRIPING.
Location Description: KINGS COUNTY IN AND NEAR CORCORAN FROM TULARE COUNTY LINE TO 0.1 MILE NORTH OF SANTA FE AVENUE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 Granite Court, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-28-9
TL Number from the TL Form: c040401
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: 04/28/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2021
The quantity of what the sample constitutes: 1 of 1 bottle
A brief description of the sample: SS-1h
From where was the sample collected: Job Site
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 on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2021-04-28-9-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 05/05/2021
Date Tested: 05/05/2021
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: Over 70/30 requirement
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 43.6 %
Beaker 2 Residue 44.0 %
Beaker 3 Residue 43.8 %
Beaker 4 Residue 43.8 %
Percentage of residue 43.8 %