Summary for Test 2023-04-13-50-2

Test performed: CTM 229-June 2011

Project Information

Project IdentifiersProject ID: 215310
DEA: 020J4504
EFIS: 0219000125
DIST-CO-RTE-PM02-SIS-97-49.4/51.3
Award Date06/30/2022
Closeout Date06/18/2025
Work DescriptionDORRIS TMS
Location DescriptionSISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD
QA Service Level1 (Verified on 11/09/2020)

Sample Information

Sample Taken Date04/13/2023 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing04/14/2023 Sample typeDepartment Acceptance
A brief description of the sample4 bags of 3/4-inch Maximum Class 2 Aggregate Base The quantity of what the sample constitutesUp to 2000 cy
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of sampler
Telephone number of sampler Laboratory sample identificationD79221
Linked DIME Sample ID The fabricator/manufacturer/facility nameSousa Ready Mix – Mount Shasta
Transportation Laboratory (TL) Number858107 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)91-47-0015::Springhill Mine - Sousa Ready Mix
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: 2023-04-13-50
DIME Test ID: 2023-04-13-50-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2023-05-01

Test Results


What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Dennis Hickey and S.McWithey
Date of test: 04/18/2023
Sediment reading for coarse durability index: 11.0
Clay reading: 62
Sand reading: 38
Coarse durability index: 73
Fine durability index: 61
General comments (publicly viewable) (Max 1000 characters): DI=62, Note the fine durability result should round up to 62.

Test was verified on 5/1/2023 ✔