DIME - Test Summary

Summary for Test 2019-01-29-17-3

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	01/29/2019	Sample Unique Key	17
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	01/29/2019
Sample type	Quality Control	A brief description of the sample	1/2 HMA Type A
The quantity of what the sample constitutes	3 Bags	From where was the sample collected	Source
First name of sampler or witnessed by	Adam	Last name of sampler or witnessed by	Zeither
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Pleasanton	Transportation Laboratory (TL) Number	C976974
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)	91-01-0010::CALMAT/PLEASANTON
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	Stockpile
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: 2019-01-29-17

DIME Test ID: 2019-01-29-17-3

Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2020-03-09

Method: 2 - Individual Fracture Determination

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

Input Type: Calculated

Tester's full name: Ryan Kester

Date of test: 03/09/2020

Weighted average percentage of fractured, coarse, 2 faced particles: 99.3 %

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

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

Test was verified on 3/9/2020 ✔