Test 2019-03-26-12-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212816
DEA: 020H6304
EFIS: 0215000063
DIST-CO-RTE-PM02-LAS-139-6.2/7.3
Work DescriptionROADWAY EXCAVATION, AGGREGATE BASE, HOT MIX ASPHALT, GUARDRAIL
Location DescriptionLASSEN COUNTY ABOUT 6 MILES NORTH OF SUSANVILLE FROM 1.0 MILE SOUTH TO 0.1 MILE SOUTH OF ANTELOPE RADIO STREET
Sample Information
Sample Taken Date3/26/2019 Sample Unique Key12
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 testing3/26/2019
Sample typeVerification A brief description of the sample1/2-inch OGFC Untreated Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byZack Last name of sampler or witnessed byMason
Title of sampler Laboratory sample identificationD77808F
The fabricator/manufacturer/facility nameOrland Plant Transportation Laboratory (TL) Number002275
Inspector Lot Number from the Transportation Laboratory (TL) Form0 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-11-0007::ORLAND PLANT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleOR-22251000
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 19-02-S1 Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-53
Test Details
DIME Sample ID: 2019-03-26-12
DIME Test ID: 2019-03-26-12-2
Testing Lab: CT D02 - 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: 2019-04-23
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/09/2019
Mass of fractured, coarse, 2 faced particles tested: 717.3 g
Mass of questionable, coarse, 2 faced particles tested: 13.7 g
Mass of unfractured, coarse, 2 faced particles tested: 43.9 g
Mass of fractured, coarse, 1 faced particles tested: 735.1 g
Mass of questionable, coarse, 1 faced particles tested: 9.1 g
Mass of unfractured, coarse, 1 faced particles tested: 30.7 g
Mass of fractured, fine, 1 faced particles tested: 110.9 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0.6 g
Percentage of questionable, coarse, 2 faced particles tested: 2 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 93 %
Percentage of fractured, coarse, 1 faced particles tested: 95 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/23/2019