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Sample Record for 2022-08-11-43

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

Project Information

Project ID: 993587 DEA: 061C3704 EFIS: 0621000163 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,TUL-180,245-108.0/110.8,0.0/9.0
Work Description: COLD PLANE AC AND PLACE HMA (TYPE A).
Location Description: FRESNO AND TULARE COUNTIES ON ROUTE 180 FROM 0.1 MILE WEST OF ROUTE 245 TO 1.3 MILES EAST OF FRESNO COUNTY LINE AND ON ROUTE 245 FROM TULARE COUNTY LINE TO ?ROUTE 180
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-11-43
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: Department Acceptance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 08/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2022
The quantity of what the sample constitutes: 1 jar
A brief description of the sample: ss1h
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

Test 1 of 1

DIME Test ID: 2022-08-11-43-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 08/19/2022
Date Tested: 08/18/2022
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:
Test Result Compliance:
Additional Comments When Verified:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 41.4 %
Beaker 2 Residue 40.8 %
Beaker 3 Residue 38.0 %
Beaker 4 Residue 38.0 %
Percentage of residue 40.0 %