Summary for Test 2021-11-22-16-1

Test performed: AASHTO T59-16

Project Information

Project IdentifiersProject ID: 214976
DEA: 051G9904
EFIS: 0516000010
DIST-CO-RTE-PM05-SCR-129-1.2/1.6
Award Date10/20/2020
Closeout Date09/08/2022
Work DescriptionCONSTRUCT ROUNDABOUT.
Location DescriptionSANTA CRUZ COUNTY NEAR WATSONVILLE FROM 0.2 MILE EAST TO 0.2 MILE WEST OF LAKEVIEW ROAD
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date11/22/2021 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing11/30/2021 Sample typeDepartment Acceptance
A brief description of the sampleSS-1h The quantity of what the sample constitutes1 jug
From where was the sample collectedDistributor First name of sampler or witnessed byA
Last name of sampler or witnessed byTuan Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGraniterock
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form867771
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: 2021-11-22-16
DIME Test ID: 2021-11-22-16-1
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: 2021-12-01

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: 11/30/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 446.4 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 417.2 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 447.7 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 418.7 g
Beaker 1 Residue: 58.4 %
Beaker 2 Residue: 58.0 %
Percentage of residue: 58 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 12/1/2021 ✔