Summary for Test 2024-06-10-99-5

Test performed: CTM 229-June 2011

Project Information

Project IdentifiersProject ID: 995054
DEA: 024H0204
EFIS: 0218000069
DIST-CO-RTE-PM02-TEH-36-20.0/39.7
Award Date10/23/2023
Closeout Date07/03/2025
Work DescriptionPLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING.
Location DescriptionTEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD
QA Service Level1 (Verified on 08/14/2023)

Sample Information

Sample Taken Date06/10/2024 Sample Unique Key99
Date that the sample was received by the laboratory/organization performing the testing06/10/2024 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 collectedSource First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79575
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis – Crystal Creek Aggregates (Redding, CA)
Transportation Laboratory (TL) Number876862 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)91-45-0021
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: 2024-06-10-99
DIME Test ID: 2024-06-10-99-5
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2024-06-27

Test Results


What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/26/2024
Sediment reading for coarse durability index: 8.0
Clay reading: 6.4
Sand reading: 4.1
Coarse durability index: 78
Fine durability index: 65
General comments (publicly viewable) (Max 1000 characters): Dc=78, Df=61

Test was verified on 6/27/2024 ✔