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Sample Record for 2020-08-18-10

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Project Information

Project ID: 214175 DEA: 030H4804 EFIS: 0315000198 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-0.1/1.6,11.8/21.6
Work Description: COLD PLANE AC PAVEMENT AND RHMA OVERLAY.
Location Description: SACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Sushma Lee Structure Rep.: Kim Noonan

Sample Information

DIME Sample ID: 2020-08-18-10
TL Number from the TL Form: 062
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: 08/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2020
The quantity of what the sample constitutes: 1 bottle tack coat
A brief description of the sample: Tack coat
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Plant

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2020-08-18-10-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 08/20/2020
Date Tested: 08/20/2020
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 59.0 %
Beaker 2 Residue 59.0 %
Beaker 3 Residue 58.8 %
Beaker 4 Residue 59.0 %
Percentage of residue 59.0 %