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Sample Record for 2021-07-15-20

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

Project Information

Project ID: 215107 DEA: 051J7104 EFIS: 0518000035 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-38.5/39.4
Work Description: CORRECT SUPERELEVATION AND PLACE RHMA-OGFC OVERLAY.
Location Description: SAN LUIS OBISPO COUNTY NEAR SANTA MARGARITA FROM 0.5 MILE NORTH OF SANTA MARGARITA CREEK BRIDGE TO 2.9 MILES SOUTH OF SANTA BARBARA ROAD OVERCROSSING
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 Sunrise Terrance, Arroyo Grande , CA 93420
Resident Engineer: Jason Torres Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-15-20
TL Number from the TL Form: 023283
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: 07/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2021
The quantity of what the sample constitutes: 1 jug
A brief description of the sample: emulsion
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

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

Test Results

Test 1 of 1

DIME Test ID: 2021-07-15-20-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 07/23/2021
Date Tested: 07/22/2021
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: 2018 per spec.
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 4
Beaker 1 Residue 60.6 %
Beaker 2 Residue 60.6 %
Beaker 3 Residue 60.6 %
Beaker 4 Residue 60.8 %
Percentage of residue 61.0 %