Test 2021-08-15-5-1 (AASHTO T59-16) Summary

Project Information
Project IdentifiersProject ID: 215512
DEA: 010K4504
EFIS: 0120000099
DIST-CO-RTE-PM01-HUM-101-65.5/69.9
Work DescriptionMICRO-SURFACING WITH CRACK TREATMENT AND TRAFFIC STRIPE TAPE.
Location DescriptionHUMBOLDT COUNTY AT BEATRICE FROM 0.4 MILE SOUTH OF LOLETA DRIVE OVERCROSSING TO 0.7 MILE SOUTH OF TOMPKINS HILL ROAD OVERHEAD
Sample Information
Sample Taken Date8/15/2021 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing8/23/2021
Sample typeAcceptance A brief description of the sampleEMULSION
The quantity of what the sample constitutes1 jug From where was the sample collectedFabricator
First name of sampler or witnessed byJoyce Last name of sampler or witnessed byBrown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameWESTERN EMULSIONS WHITE CITY OR Transportation Laboratory (TL) Number972622
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphaltic Emulsion Emulsion GradeMSE
Lot NumberNot set Sub LotNot set
Test Details
DIME Sample ID: 2021-08-15-5
DIME Test ID: 2021-08-15-5-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T59-16: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Test Release Date: 2021-08-27
Test Results

How many beakers will be used to conduct the test?: 2
Input Type: Measured
Tester's full name: Minoo Ahmadi
Date of test: 08/26/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 453.3 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 420.8 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 453.9 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 421.3 g
Beaker 1 Residue: 65.0 %
Beaker 2 Residue: 65.2 %
Percentage of residue:65.0 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 08/27/2021