Summary for Test 2022-03-01-22-1

Test performed: AASHTO T59-16

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date03/01/2022 Sample Unique Key22
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 testing03/07/2022
Sample typeAcceptance A brief description of the sampleSS-1H 70/30 mix
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byMohammad Last name of sampler or witnessed byA.
Title of samplerARE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTalley Oil Transportation Laboratory (TL) Number060000
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: 2022-03-01-22
DIME Test ID: 2022-03-01-22-1
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: 2022-03-09

Test Results


How many beakers will be used to conduct the test?: 2
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 03/07/2022
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 446.9 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 419.1 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 443.1 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 415.2 g
Beaker 1 Residue: 55.6 %
Beaker 2 Residue: 55.8 %
Percentage of residue: 56.0 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 3/9/2022