Summary for Test 2023-07-10-71-5

Test performed: CTM 229-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
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/10/2023
Sample typeAcceptance 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

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: 2023-07-10-71-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2023-11-06

Test Results


What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/18/2023
Sediment reading for coarse durability index: 9
Clay reading: 78
Sand reading: 40
Coarse durability index: 76
Fine durability index: 52
General comments (publicly viewable) (Max 1000 characters): Dc=76, Df=52, DI=52

Test was verified on 11/6/2023