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Sample Record for 2021-09-03-7

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

Project Information

Project ID: 215530 DEA: 051N1704 EFIS: 0520000136 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-1.0/R7.2
Work Description: Construct pavement using partial depth recycling and pave with RHMA
Location Description: CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2023 Preisker Lane, Suite B, Santa Maria, CA 93454
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-03-7
TL Number from the TL Form: c210903A
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: 09/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2021
The quantity of what the sample constitutes: 2 jugs
A brief description of the sample: PASS-R
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: PMRE
Lot Number:
Sub Lot:

Test Results

Test 1 of 1

DIME Test ID: 2021-09-03-7-1
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Verified Date: 09/10/2021
Date Tested: 09/09/2021
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: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
How many beakers will be used to conduct the test? 2
Beaker 1 Residue 63.6 %
Beaker 2 Residue 63.6 %
Percentage of residue 64.0 %