Summary for Test 2025-06-03-36-4

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994978
DEA: 09379504
EFIS: 0919000009
DIST-CO-RTE-PM09-INY-5709-
Award Date05/17/2024
Closeout Date11/25/2025
Work DescriptionCONSTRUCT BUILDING AND PLACE HMA.
Location DescriptionINYO COUNTY AT INDEPENDENCE AT THE INDEPENDENCE MAINTENANCE STATION AT 665 NORTH EDWARDS STREET
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date06/03/2025 Sample Unique Key36
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 testing06/03/2025
Sample typeVerification A brief description of the sample3/4" Coldfeed & RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byDerek Last name of sampler or witnessed byCarrington
Title of samplerMREA S Telephone number of sampler7609208313
Laboratory sample identification4611 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite 5 Bridges Plant Bishop Transportation Laboratory (TL) NumberJMF-1
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-14-0001
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 collectedSample Device at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-06-03-36
DIME Test ID: 2025-06-03-36-4
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: 2025-06-04

Test Results


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: 06/03/2025
Weighted average percentage of fractured, coarse, 2 faced particles: 99.1 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97.8 %
General comments (publicly viewable) (Max 1000 characters): JMF-1

Test was verified on 6/4/2025