Summary for Test 2022-10-25-57-1

Test performed: AASHTO T59-22

Project Information

Project IdentifiersProject ID: 994269
DEA: 061B1804
EFIS: 0620000156
MINOR: 06A2800
DIST-CO-RTE-PM06-FRE-41-06-06-Fre-41-R31.7
Award DateNot set
Closeout Date09/21/2023
Work DescriptionNot set
Location DescriptionState Highway In FRESNO COUNTY IN FRESNO AT FRIANT AVENUE RAMPS
QA Service Level1 (Verified on 09/19/2022)

Sample Information

Sample Taken Date10/25/2022 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing11/04/2022 Sample typeDepartment Acceptance
A brief description of the sampleTack oil ss1h The quantity of what the sample constitutes1 jug
From where was the sample collectedSource First name of sampler or witnessed byTuan
Last name of sampler or witnessed byNguyen Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTalley Oil
Transportation Laboratory (TL) Number027567 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: 2022-10-25-57
DIME Test ID: 2022-10-25-57-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T59-22: Standard Method of Test for Emulsified Asphalts (Emulsified Asphalt Residue Evap. (Sec. 7))
Test Release Date: 2022-11-07

Test Results


How many beakers will be used to conduct the test?: 2
Input Type: Measured
Tester's full name: Chan Lee
Date of test: 11/06/2022
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 150.9 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 131.6 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 151.4 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 132.3 g
Beaker 1 Residue: 38.6 %
Beaker 2 Residue: 38.2 %
Percentage of residue: 38 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/7/2022 ✔