Summary for Test 2023-07-10-71-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 993339
DEA: 024H9304
EFIS: 0219000027
DIST-CO-RTE-PM02-SHA-299-44.3/44.9
Award Date07/13/2022
Closeout Date04/11/2024
Work DescriptionINGOT CURVE IMPROVEMENT - CURVE IMROVEMENT
Location DescriptionIN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD.
QA Service Level1 (Verified on 11/22/2021)

Sample Information

Sample Taken Date07/10/2023 Sample Unique Key71
Date that the sample was received by the laboratory/organization performing the testing07/10/2023 Sample typeDepartment Acceptance
A brief description of the sample3 bags of Shoulder Backing The quantity of what the sample constitutesEntire Project
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79289
Linked DIME Sample ID The fabricator/manufacturer/facility nameBear Gulch Quarry
Transportation Laboratory (TL) Number858122 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)91-45-0023
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 collectedStockpile
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: 2023-07-10-71
DIME Test ID: 2023-07-10-71-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-11-06

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/17/2023
Temperature correction: 0
Temperature of solution: 68
Clay reading (test 1): 14.2
Sand reading (test 1): 2.9
Sand equivalent (test 1): 21
Sand equivalent before temperature correction: 21
Sand equivalent after temperature correction: 21
General comments (publicly viewable) (Max 1000 characters): SE=21

Test was verified on 11/6/2023 ✔