Summary for Test 2020-01-20-6-3

Test performed: CTM 229-June 2011

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date01/20/2020 Sample Unique Key6
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 testing02/25/2020
Sample typeDepartment Acceptance A brief description of the sample3/4 inch Maximum Class 2 Aggregate Base
The quantity of what the sample constitutes500 yd From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byMorales
Title of samplerTech Telephone number of sampler
Laboratory sample identificationD78334 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bradshaw Transportation Laboratory (TL) Number739701
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)91-34-0043::VINEYARD I
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 Granite - Bradshaw
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberProduct ID 1818 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-01-20-6
DIME Test ID: 2020-01-20-6-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 229-June 2011: Method of Test for Durability Index
Test Release Date: 2020-03-16

Test Results

What test(s) are being run?: Coarse durability and fine durability
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 03/13/2020
Sediment reading for coarse durability index: 4
Clay reading: 4.7
Sand reading: 4
Coarse durability index: 87
Fine durability index: 85
General comments (publicly viewable) (Max 1000 characters): The correct fine durability value is 86.

Test was verified on 3/16/2020