Summary for Test 2024-05-08-75-5

Test performed: CTM 229-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 Date05/08/2024 Sample Unique Key75
Date that the sample was received by the laboratory/organization performing the testing05/09/2024 Sample typeAcceptance
A brief description of the sample2 bags of Shoulder Backing The quantity of what the sample constitutes2 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byDaniel
Last name of sampler or witnessed byhansen Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79520
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Inc
Transportation Laboratory (TL) Number851263 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)Tullis
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 Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-08-75
DIME Test ID: 2024-05-08-75-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2024-06-04

Test Results


What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Colt Sweeny and Josh Ferency
Date of test: 05/15/2024
Sediment reading for coarse durability index: 17.0
Clay reading: 7.3
Sand reading: 4.4
Coarse durability index: 65
Fine durability index: 61
General comments (publicly viewable) (Max 1000 characters): Dc=65, Df= 61

Test was verified on 6/4/2024 ✔