Summary for Test 2021-08-31-39-1

Test performed: AASHTO T59-16

Project Information

Project IdentifiersProject ID: 215626
DEA: 032G1504
EFIS: 0320000234
DIST-CO-RTE-PM03-PLA-193-3.0/10.1
Award Date05/11/2021
Closeout Date11/29/2021
Work DescriptionCOLD PLANE AC PAVEMENT & RHMA OVERLAY.
Location DescriptionPLACER COUNTY NEAR LINCOLN FROM SIERRA COLLEGE BOULEVARD TO OPHIR ROAD
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date08/31/2021 Sample Unique Key39
Date that the sample was received by the laboratory/organization performing the testing09/09/2021 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 byna
Last name of sampler or witnessed byna Title of samplerna
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Northwest Oil
Transportation Laboratory (TL) Numberc765490 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: 2021-08-31-39
DIME Test ID: 2021-08-31-39-1
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: 448.5 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 425.1 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 440.0 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 416.6 g
Beaker 1 Residue: 46.8 %
Beaker 2 Residue: 46.8 %
Percentage of residue: 47 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 9/10/2021 ✔