DIME - Test Summary

Summary for Test 2023-08-15-5-3

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 994602 DEA: 09392004 EFIS: 0922000036
DIST-CO-RTE-PM	09-INY-395-44.9/50.9,52.9/54.5
Award Date	04/27/2023
Closeout Date	12/22/2023
Work Description	HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING, AND STRIPING.
Location Description	INYO COUNTY NEAR LONE PINE FROM 1.3 MILES SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH OF GOLF COURSE ROAD
QA Service Level	1 (Verified on 08/02/2023)

Sample Taken Date	08/15/2023	Sample Unique Key	5
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	08/16/2023
Sample type	Department Acceptance	A brief description of the sample	shoulder backing
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Josh	Last name of sampler or witnessed by	Hubartt
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	SB 3	Linked DIME Sample ID
The fabricator/manufacturer/facility name	F W Aggregates	Transportation Laboratory (TL) Number
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)	F W Agg Pit
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 @ Plant
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

DIME Sample ID: 2023-08-15-5

DIME Test ID: 2023-08-15-5-3

Testing Lab: CT D09 - Bishop 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: 2023-08-21

Method: 2 - Individual Fracture Determination

Aggregate Size and Fracture Type: Coarse 1 and 2 Faced

Input Type: Calculated

Tester's full name: Derek Carrington

Date of test: 08/18/2023

Weighted average percentage of fractured, coarse, 2 faced particles: 81.6 %

Weighted average percentage of fractured, coarse, 1 faced particles: 89.3 %

General comments (publicly viewable) (Max 1000 characters): SB-03

Test was verified on 8/21/2023 ✔