Summary for Test 2022-08-29-91-1

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 211599
DEA: 07309404
EFIS: 0714000282
DIST-CO-RTE-PM07-LA-5-R47.7/R47.9
Award Date09/20/2016
Closeout Date07/05/2017
Work DescriptionPLACE HIGH FRICTION SURFACE TREATMENT.
Location DescriptionLOS ANGELES COUNTY NEAR SANTA CLARITA AT GAVIN CANYON UNDERCROSSING
QA Service Level1 (Verified on 07/29/2016)

Sample Information

Sample Taken Date08/29/2022 Sample Unique Key91
Date that the sample was received by the laboratory/organization performing the testing08/30/2022 Sample typeDepartment Acceptance
A brief description of the sampleLCB The quantity of what the sample constitutes100
From where was the sample collectedSupplier First name of sampler or witnessed byLuis
Last name of sampler or witnessed byAcosta Title of samplerTET
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameFlatiron Paxton
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)LB Crushing: CMB / CL 2 BASE
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 collectedbelt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-08-29-91
DIME Test ID: 2022-08-29-91-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-01-19

Test Results


Number of tests: 3
Input Type: Calculated
Tester's full name: Zaid A
Date of test: 09/03/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 7.8
Sand reading (test 1): 3.9
Clay reading (test 2): 7.7
Sand reading (test 2): 3.7
Clay reading (test 3): 7.8
Sand reading (test 3): 3.9
Sand equivalent (test 1): 50
Sand equivalent (test 2): 49
Sand equivalent (test 3): 50
Sand equivalent before temperature correction: 50
Sand equivalent after temperature correction: 50
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/19/2024 ✔