Summary for Test 2019-04-01-26-1

Test performed: AASHTO T335-09r13

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/01/2019 Sample Unique Key26
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 testing04/01/2019
Sample typeQuality Control A brief description of the sample3/4-inch Type A Aggregate (Untreated Virgin)
The quantity of what the sample constitutesMix Design From where was the sample collectedSource
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number
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)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.105A
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design number19-04-S1a Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-01-26
DIME Test ID: 2019-04-01-26-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2019-05-08

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: CGI
Date of test: 04/01/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019