DIME - Test Summary

Summary for Test 2025-04-14-15-5

Test performed: AASHTO T335-09r13

Project Identifiers	Project ID: 214135 DEA: 09213404 EFIS: 0900000030
DIST-CO-RTE-PM	09-INY-395-29.9/41.8
Award Date	10/22/2021
Closeout Date	Not set
Work Description	ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description	INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level	1 (Verified on 05/03/2019)

Sample Taken Date	04/14/2025	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	04/15/2025
Sample type	Acceptance	A brief description of the sample	3/4" Coldfeed w/ RAP
The quantity of what the sample constitutes	750 Tons	From where was the sample collected	Source
First name of sampler or witnessed by	Jerid	Last name of sampler or witnessed by	Kupelian
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	4566	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Fisher Sand & Gravel - Olancha	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)	00-00-000
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 at 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: 2025-04-14-15

DIME Test ID: 2025-04-14-15-5

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: 2025-04-16

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: 04/15/2025

Percentage of fractured, coarse, 2 faced particles tested: 97.5 %

Percentage of fractured, coarse, 1 faced particles tested: 99.1 %

General comments (publicly viewable) (Max 1000 characters): PSU 5 CF

Test was verified on 4/16/2025 ✔