Summary for Test 2023-11-02-40-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date11/02/2023 Sample Unique Key40
Date that the sample was received by the laboratory/organization performing the testing11/02/2023 Sample typeDepartment Acceptance
A brief description of the sample2 bags of 3/4-inch Maximum Class 2 Aggregate Base The quantity of what the sample constitutesUp to 2000 cy/3000 tons
From where was the sample collectedJob Site First name of sampler or witnessed byDanny
Last name of sampler or witnessed byHansen Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79375
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA)
Transportation Laboratory (TL) Number851262 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)00-00-0000
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: 2023-11-02-40
DIME Test ID: 2023-11-02-40-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-11-17

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/07/2023
Temperature correction: 0
Temperature of solution: 22.5
Clay reading (test 1): 6.6
Sand reading (test 1): 3.5
Clay reading (test 2): 6.9
Sand reading (test 2): 3.7
Clay reading (test 3): 7
Sand reading (test 3): 3.6
Sand equivalent (test 1): 53
Sand equivalent (test 2): 54
Sand equivalent (test 3): 52
Sand equivalent before temperature correction: 53
Sand equivalent after temperature correction: 53
General comments (publicly viewable) (Max 1000 characters): SE=53

Test was verified on 11/17/2023 ✔