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Sample Record for 2023-02-15-39

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Project Information

Project ID: 993490 DEA: 051M4604 EFIS: 0519000154 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-44.5
Work Description: CONSTRUCT RETAINING WALL, WIDENING SHOULDER AND PLACE HMA. Highway 1 at Coastlands Rd Soldier Pile Wall.
Location Description: MONTEREY COUNTY NEAR BIG SUR AT 1.0 MILE SOUTH OF PFEIFFER CANYON BRIDGE
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Arashdeep Pannu Structure Rep.: Alex Naime

Sample Information

DIME Sample ID: 2023-02-15-39
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: Quality Assurance
Type of Material: Asphaltic Emulsion
Sample Taken Date: 02/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2023
The quantity of what the sample constitutes: 1 Jug
A brief description of the sample: SS-1H Tack Coat
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Redwood City Plant

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2023-02-15-39-1
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 02/24/2023
Date Tested: 02/23/2023
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: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 59.2 %
Beaker 2 Residue 59.2 %
Percentage of residue 59 %