DIME - Test Summary

Summary for Test 2019-02-22-15-1

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	02/22/2019	Sample Unique Key	15
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	02/22/2019
Sample type	Verification	A brief description of the sample	1/2" Virgin Aggregate
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Source
First name of sampler or witnessed by	Dan	Last name of sampler or witnessed by	Weaver
Title of sampler		Telephone number of sampler
Laboratory sample identification	19-J-002	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Sierra Pacific - Avenal	Transportation Laboratory (TL) Number	C955245
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-10-0006
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 collected	Source
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2019-02-22-15

DIME Test ID: 2019-02-22-15-1

Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2019-12-31

Method: 1 - Combined Fracture Determination

Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced

Input Type: Measured

Tester's full name: Clinton Edmiston

Date of test: 02/22/2019

Mass of fractured, coarse, 2 faced particles tested: 894 g

Mass of questionable, coarse, 2 faced particles tested: 0 g

Mass of unfractured, coarse, 2 faced particles tested: 6 g

Mass of fractured, coarse, 1 faced particles tested: 900 g

Mass of questionable, coarse, 1 faced particles tested: 0 g

Mass of unfractured, coarse, 1 faced particles tested: 0 g

Mass of fractured, fine, 1 faced particles tested: 100 g

Mass of questionable, fine, 1 faced particles tested: 0 g

Mass of unfractured, fine, 1 faced particles tested: 0 g

Percentage of questionable, coarse, 2 faced particles tested: 0 %

Percentage of questionable, coarse, 1 faced particles tested: 0 %

Percentage of questionable, fine, 1 faced particles tested: 0 %

Percentage of fractured, coarse, 2 faced particles tested: 99 %

Percentage of fractured, coarse, 1 faced particles tested: 100 %

Percentage of fractured, fine, 1 faced particles tested: 100 %

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

Test was verified on 12/31/2019 ✔