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Sample Record for 2023-07-17-39

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Project Information

Project ID: 994998 DEA: 061E5704 EFIS: 0622000070 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-145-26.1/34/1, 2.0/8.0
Work Description: Cold plane asphalt concrete pavement and place RHMA.
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN FRESNO COUNTY IN AND NEAR KERMAN FROM MANNING AVENUE TO 0.1 MILE SOUTH OF CALIFORNIA AVENUE AND IN THE CITY AND COUNTY OF MADERA FROM 0.1 MILE NORTH OF AVENUE 7 TO 0.1 MILE SOUTH OF AVENUE 13
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Han Ngo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-17-39
TL Number from the TL Form: 956135
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: 07/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/10/2023
The quantity of what the sample constitutes: 1 jar
A brief description of the sample: SS-1h 70/30
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:
Dilution Percentage Rate:

Test Results

Test 1 of 1

DIME Test ID: 2023-07-17-39-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 08/14/2023
Date Tested: 08/14/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 31.6 %
Beaker 2 Residue 32.4 %
Percentage of residue 32 %