Test 2021-04-12-65-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215033
DEA: 033H6504
EFIS: 0318000027
DIST-CO-RTE-PM03-NEV-49-8.3/8.7
Work DescriptionCONSTRUCT A TWO-WAY LEFT-TURN LANE AND 8' SHOULDERS.
Location DescriptionNEVADA COUNTY ON ROUTE 49 FROM 0.1 MILE SOUTH OF ROUND VALLEY ROAD TO 0.1 MILE NORTH OF QUAIL CREEK DRIVE
Sample Information
Sample Taken Date4/12/2021 Sample Unique Key65
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 testing4/13/2021
Sample typeVerification A brief description of the sample3/4" (Nominal) sized untreated Virgin Aggregate
The quantity of what the sample constitutesThree Bags From where was the sample collectedSource
First name of sampler or witnessed byKRC Personnel (SAMPLER) Last name of sampler or witnessed byThao Xiong (WITNESS)
Title of samplerUnknown Laboratory sample identificationJMF21-022
The fabricator/manufacturer/facility nameKnife River Construction - Hallwood Transportation Laboratory (TL) NumberC779131
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-58-0002
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedHMA Plant Cold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2021-62
Test Details
DIME Sample ID: 2021-04-12-65
DIME Test ID: 2021-04-12-65-1
Testing Lab: CT D03 - North Region Materials Lab
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: 2021-06-22
Test Results

Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 05/25/2021
Weighted average percentage of fractured, coarse, 2 faced particles:92 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:96 %
General comments (publicly viewable) (Max 1000 characters): JMF21-022.

Test was verified on 06/22/2021