Test 2021-08-26-41-1 (AASHTO T59-16) Summary

Project Information
Project IdentifiersProject ID: 215615
DEA: 101L2304
EFIS: 1020000163
DIST-CO-RTE-PM10-SJ-4-5.4/13.4
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location DescriptionSAN JOAQUIN COUNTY NEAR STOCKTON FROM 1 MILE EAST OF MIDDLE RIVER BRIDGE TO 0.1 MILE WEST OF JOHN TURK ROAD
Sample Information
Sample Taken Date8/26/2021 Sample Unique Key41
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 testing9/3/2021
Sample typeAcceptance A brief description of the sampleSS-H EMULSION
The quantity of what the sample constitutes1 bottle From where was the sample collectedJob Site
First name of sampler or witnessed byDOMINIC Last name of sampler or witnessed byGALLEGOS
Title of samplerCONSTR INSP Laboratory sample identification
The fabricator/manufacturer/facility namePACIFIC NORTHWEST OIL Transportation Laboratory (TL) NumberC031828
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: 2021-08-26-41
DIME Test ID: 2021-08-26-41-1
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: 2021-09-07
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: 09/06/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 414.8 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 384.5 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 442.3 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 412.1 g
Beaker 1 Residue: 60.6 %
Beaker 2 Residue: 60.4 %
Percentage of residue:61.0 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 09/07/2021