Summary for Test 2023-05-02-56-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/26/2021
Closeout Date08/31/2026
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date05/02/2023 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing05/02/2023 Sample typeDepartment Acceptance
A brief description of the sampleClass 2 Aggregate Base The quantity of what the sample constitutes0-500 Ton
From where was the sample collectedJob Site First name of sampler or witnessed byJason
Last name of sampler or witnessed byRuiz Title of samplerConsultant Tester
Telephone number of sampler5592890420 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCrushed recycled on site
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name TUL 99- J St Bridge - Ave 264
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Unknown
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedOn Job site -Windrow
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-02-56
DIME Test ID: 2023-05-02-56-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-05-22

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Shoaib Ahmed
Date of test: 05/02/2023
Temperature correction: 0
Temperature of solution: 77
Clay reading (test 1): 7.3
Sand reading (test 1): 3
Sand equivalent (test 1): 42
Sand equivalent before temperature correction: 42
Sand equivalent after temperature correction: 42
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/22/2023 ✔