Test 2021-11-03-41-2 (CTM 229-June 2011) Summary

Project Information
Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Sample Information
Sample Taken Date11/3/2021 Sample Unique Key41
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 testing11/4/2021
Sample typeAcceptance A brief description of the sampleShoulder Backing
The quantity of what the sample constitutesUp to 3000 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKarl Last name of sampler or witnessed byHoutman
Title of samplerJET Laboratory sample identificationD78975
The fabricator/manufacturer/facility nameCustom Crushing Inc Transportation Laboratory (TL) Number853089
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)custom crushing
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 HMA Design ID
Test Details
DIME Sample ID: 2021-11-03-41
DIME Test ID: 2021-11-03-41-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2021-11-29
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: 11/29/2021
Sediment reading for coarse durability index: 16
Clay reading: 12.9
Sand reading: 3.3
Coarse durability index:66
Fine durability index:26
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/29/2021