DIME - Test Summary

Summary for Test 2023-07-11-19-4

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 994399 DEA: 09378704 EFIS: 0919000001
DIST-CO-RTE-PM	09-MNO-395-55.5/58.2
Award Date	12/22/2022
Closeout Date	12/22/2023
Work Description	PARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location Description	MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
QA Service Level	1 (Verified on 07/31/2023)

Sample Taken Date	07/11/2023	Sample Unique Key	19
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	07/11/2023
Sample type	Department Acceptance	A brief description of the sample	3/4" Type A CF & RAP
The quantity of what the sample constitutes	2 Bags of Agg & 1 Bag of RAP	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Nicole	Last name of sampler or witnessed by	Berkovatz
Title of sampler	Granite QC	Telephone number of sampler
Laboratory sample identification	PSU-01	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite - Lee Vining Plant	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)	91-26-0029
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	Sample device from plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-07-11-19

DIME Test ID: 2023-07-11-19-4

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: 2023-07-13

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: 07/12/2023

Weighted average percentage of fractured, coarse, 2 faced particles: 94.6 %

Weighted average percentage of fractured, coarse, 1 faced particles: 96.8 %

General comments (publicly viewable) (Max 1000 characters): PSU-01

Test was verified on 7/13/2023 ✔