DIME - Test Summary

Summary for Test 2026-08-25-15-3

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 1000232 DEA: 09392304
DIST-CO-RTE-PM	09-MNO-120,182-Var
Award Date	Not set
Closeout Date	Not set
Work Description	RECYCLE PAVEMENT, PLACE HMA, AND INSTALL GUARDRAIL.
Location Description	MONO COUNTY AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 04/15/2024)

Sample Taken Date	08/25/2026	Sample Unique Key	15
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	08/25/2026
Sample type	Acceptance	A brief description of the sample	3/4" Shoulder Backing
The quantity of what the sample constitutes	2 Bags of Shoulder Backing	From where was the sample collected	Job Site
First name of sampler or witnessed by	Salvador	Last name of sampler or witnessed by	Zepeda
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Hunewell	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Jobsite
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 @ Yard
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: 2026-08-25-15

DIME Test ID: 2026-08-25-15-3

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: 2026-08-26

Method: 1 - Combined Fracture Determination

Aggregate Size and Fracture Type: Coarse 1 and 2 Faced

Input Type: Calculated

Tester's full name: Derek Carrington

Date of test: 08/26/2026

Percentage of fractured, coarse, 2 faced particles tested: 68.2 %

Percentage of fractured, coarse, 1 faced particles tested: 89.6 %

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

Test was verified on 8/26/2026 ✔