Test 2021-09-27-18-1 (AASHTO T59-16) Summary

Project Information
Project IdentifiersProject ID: 214492
DEA: 033F5404
EFIS: 0313000136
DIST-CO-RTE-PM03-SAC-99,160-4.5/5.7,R44.5
Work DescriptionFURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location DescriptionSACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
Sample Information
Sample Taken Date9/27/2021 Sample Unique Key18
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 testing9/28/2021
Sample typeAcceptance A brief description of the sampleSS-1h
The quantity of what the sample constitutes1 jug From where was the sample collectedDistributor
First name of sampler or witnessed byMarco Last name of sampler or witnessed byLem
Title of samplerARE Laboratory sample identification
The fabricator/manufacturer/facility nameunknown Transportation Laboratory (TL) Numberc042927
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphaltic Emulsion Emulsion GradeSS-1h
Lot NumberNot set Sub LotNot set
Test Details
DIME Sample ID: 2021-09-27-18
DIME Test ID: 2021-09-27-18-1
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: 2021-10-06
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: 09/30/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 453.2 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 424.4 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 449.3 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 420.4 g
Beaker 1 Residue: 57.6 %
Beaker 2 Residue: 57.8 %
Percentage of residue:58.0 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 10/06/2021