DIME - Test Summary

Summary for Test 2017-12-22-1-2

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 99999 DEA: 0322222
DIST-CO-RTE-PM	03-SAC,OMG-888,99,80-0.6-0.6
Award Date	Not set
Closeout Date	Not set
Work Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description	THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level	(Verified on 04/05/2013)

Sample Taken Date	12/22/2017	Sample Unique Key	1
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 testing	12/22/2017
Sample type	Quality Control	A brief description of the sample	3 4 in Aggregate Sample
The quantity of what the sample constitutes	Unknown Quantity	From where was the sample collected	Source
First name of sampler or witnessed by	Aggregate First Name	Last name of sampler or witnessed by	Aggregate Last Name
Title of sampler	Aggregate Engineer	Telephone number of sampler	7753550420
Laboratory sample identification	Aggregate Sample ID	Linked DIME Sample ID	Aggregate DIME Sample ID
The fabricator/manufacturer/facility name	SNC Mustang Pit Sparks NV	Transportation Laboratory (TL) Number	Aggregate TL Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	Aggregate TL Form	Structure unique identifier	Not set
Structure name	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Aggregate Source ID
The fabricator's/manufacturer's product name for the sample	SNC Mustang Pit Sparks NV	The fabricator/manufacturer designation for the sample	SNC Mustang Pit Sparks NV
The plant number	99999	A detailed description of where the material sample was collected	Coarse aggregate pile at source
Where the material sample would have been placed if not sampled	7753550420	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	Unknown	Lot number	Not set
Sublot number	Not set	Aggregate Mix Number	Not set

DIME Sample ID: 2017-12-22-1

DIME Test ID: 2017-12-22-1-2

Testing Lab: CT HQ - QAM Sacramento Field 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: 2017-12-29

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: Clinton Edmiston

Date of test: 12/22/2017

Weighted average percentage of fractured, coarse, 2 faced particles: 99.8 %

Weighted average percentage of fractured, coarse, 1 faced particles: 100 %

Percentage of fractured, fine, 1 faced particles tested: 97.6 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/22/2017 ✔