Test 2021-06-02-22-2 (CTM 229-June 2011) Summary

Project Information
Project IdentifiersProject ID: 215127
DEA: 024G5304
EFIS: 0214000023
DIST-CO-RTE-PM02-LAS,SHA,TEH-5,32,36,44,299-VAR
Work DescriptionDITCH EXCAVATION, DEVELOP TEMP CREEK DIVERSION SYSTEM, AND PLACE RSP. DISTRICT WIDE SCOUR COUNTER-MEASURES.
Location DescriptionLASSEN, SHASTA, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date6/2/2021 Sample Unique Key22
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 testing6/3/2021
Sample typeAcceptance A brief description of the sample3/4 inch Class 2 Aggregate Base
The quantity of what the sample constitutes4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identificationD78826
The fabricator/manufacturer/facility nameJF Shea Construction - Aggregate Products - Redding, CA Transportation Laboratory (TL) Number853342
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)91-45-0019
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile at J.F. Shea Aggregate Products
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-06-02-22
DIME Test ID: 2021-06-02-22-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2021-06-25
Test Results

What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/09/2021
Sediment reading for coarse durability index: 6
Clay reading: 5
Sand reading: 3.8
Coarse durability index:82
Fine durability index:76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/25/2021