Summary for Test 2021-10-15-30-1

Test performed: AASHTO T59-16

Project Information

Project IdentifiersProject ID: 214700
DEA: 030F2804
EFIS: 0312000069
DIST-CO-RTE-PM03-SAC-99-7.1/9.4
Award Date01/21/2021
Closeout Date08/21/2023
Work DescriptionDillard Overcrossing and McConnel Overhead
Location DescriptionHwy 99, Elk Grove, CA
QA Service Level1 (Verified on 04/20/2020)

Sample Information

Sample Taken Date10/15/2021 Sample Unique Key30
Date that the sample was received by the laboratory/organization performing the testing10/26/2021 Sample typeDepartment Acceptance
A brief description of the sampleSS-1h The quantity of what the sample constitutes1 JUG
From where was the sample collectedJob Site First name of sampler or witnessed byD
Last name of sampler or witnessed bySutton Title of sampler driver
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Northwest Oil - Stockton, CA
Transportation Laboratory (TL) Numberc042930 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphaltic Emulsion Emulsion GradeSS-1h
Lot NumberNot set Sub LotNot set
Dilution Percentage RateNot set

Test Details

DIME Sample ID: 2021-10-15-30
DIME Test ID: 2021-10-15-30-1
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: 2021-10-26

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: 10/25/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 449.8 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 420.5 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 452.1 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 422.8 g
Beaker 1 Residue: 58.6 %
Beaker 2 Residue: 58.6 %
Percentage of residue: 59 %
General comments (publicly viewable) (Max 1000 characters): 2018 per standard specifications

Test was verified on 10/26/2021 ✔