Summary for Test 2023-04-05-83-3

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 Date04/05/2023 Sample Unique Key83
Date that the sample was received by the laboratory/organization performing the testing04/05/2023 Sample typeQuality Assurance
A brief description of the sample1x4 Concrete Agg The quantity of what the sample constitutes100 tons
From where was the sample collectedSupplier First name of sampler or witnessed byNeil
Last name of sampler or witnessed byBrown Title of samplerConsultant Tester
Telephone number of sampler5597833477 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalPort Tul Plant
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameJPCP
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-54-0038
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 collectedConcrete Aggregate
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number72444N0M Lot number
Sublot number Aggregate Mix Number72444N0M

Test Details

DIME Sample ID: 2023-04-05-83
DIME Test ID: 2023-04-05-83-3
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-06-05

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Doug Ruff
Date of test: 04/05/2023
Temperature correction: 0
Temperature of solution: 77
Clay reading (test 1): 5.2
Sand reading (test 1): 4.3
Sand equivalent (test 1): 83
Sand equivalent before temperature correction: 0
Sand equivalent after temperature correction: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2023 ✔