Test 2021-08-31-19-1 (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 Date8/31/2021 Sample Unique Key19
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 sampleTack oil
The quantity of what the sample constitutes2 jugs From where was the sample collectedJob Site
First name of sampler or witnessed by_ Last name of sampler or witnessed by_
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility namePacific Northwest Oil - Stockton, CA Transportation Laboratory (TL) Numberc713201
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: 2021-08-31-19
DIME Test ID: 2021-08-31-19-1
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: 2021-09-08
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: 09/07/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 450.6 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 421.3 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 448.3 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 418.9 g
Beaker 1 Residue: 58.6 %
Beaker 2 Residue: 58.8 %
Percentage of residue:59.0 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 09/08/2021