Summary for Test 2021-08-19-21-1

Test performed: AASHTO T59-16

Project Information

Project IdentifiersProject ID: 215452
DEA: 051K8604
EFIS: 0519000033
DIST-CO-RTE-PM05--,68,156-
Award Date03/08/2021
Closeout Date11/15/2021
Work DescriptionINSTALL INSIDE AND OUTSIDE SHOULDER RUMBLE STRIP.
Location DescriptionMONTEREY COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/12/2021)

Sample Information

Sample Taken Date08/19/2021 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing08/25/2021 Sample typeDepartment Acceptance
A brief description of the sample50/50 CQS-1H The quantity of what the sample constitutes1 OF 2 JUGS
From where was the sample collectedJob Site First name of sampler or witnessed byFrank
Last name of sampler or witnessed byBarragan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTALLY OIL MADERA
Transportation Laboratory (TL) Number956455 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2021-08-19-21
DIME Test ID: 2021-08-19-21-1
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: 2021-08-27

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: 08/25/2021
Beaker 1 Mass of beaker, rod, screen (if used), and residue: 429.0 g
Beaker 1 Tare mass of the beaker, rod, and screen (if used): 414.1 g
Beaker 2 Mass of beaker, rod, screen (if used), and residue: 399.4 g
Beaker 2 Tare mass of the beaker, rod, and screen (if used): 384.2 g
Beaker 1 Residue: 29.8 %
Beaker 2 Residue: 30.4 %
Percentage of residue: 30 %
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 8/27/2021 ✔