Test 2021-09-03-6-1 (AASHTO T59-16) Summary

Project Information
Project IdentifiersProject ID: 215530
DEA: 051N1704
EFIS: 0520000136
DIST-CO-RTE-PM05-SB-135-1.0/R7.2
Work DescriptionConstruct pavement using partial depth recycling and pave with RHMA
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY NEAR LOS ALAMOS FROM 0.3 MILE NORTH OF DEN STREET TO SAN ANTONIO CREEK BRIDGE
Sample Information
Sample Taken Date9/3/2021 Sample Unique Key6
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 testing9/8/2021
Sample typeAcceptance A brief description of the samplePASS-R
The quantity of what the sample constitutes2 jugs From where was the sample collectedJob Site
First name of sampler or witnessed byJustin Last name of sampler or witnessed byLong
Title of samplerAGI QC Laboratory sample identification
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Numberc210903B
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphaltic Emulsion Emulsion GradePMRE
Lot NumberNot set Sub LotNot set
Test Details
DIME Sample ID: 2021-09-03-6
DIME Test ID: 2021-09-03-6-1
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: 2021-09-10
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: 09/09/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 449.1 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 417.0 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 452.5 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 420.3 g
Beaker 1 Residue: 64.2 %
Beaker 2 Residue: 64.4 %
Percentage of residue:64.0 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 09/10/2021