Test 2018-05-04-17-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212741
DEA: 020E1804
EFIS: 0200000022
DIST-CO-RTE-PM02-PLU-89-29.8/30.2
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionPLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
Sample Information
Sample Taken Date5/4/2018 Sample Unique Key17
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 testing5/7/2018
Sample typeVerification A brief description of the sampleSized, Untreated, Virgin Aggregates
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Laboratory sample identificationD77352
The fabricator/manufacturer/facility nameSierra Cascade Aggregate and Asphalt Products Transportation Laboratory (TL) Number894770
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-04-S1 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-32-0002::CHESTER PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample18-1932.49
The plant numberUnknown A detailed description of where the material sample was collectedStockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-04-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2019-48
Test Details
DIME Sample ID: 2018-05-04-17
DIME Test ID: 2018-05-04-17-2
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: 2019-01-18
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 05/21/2018
Percentage of fractured, coarse, 2 faced particles tested:95 %
Percentage of fractured, coarse, 1 faced particles tested:96 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/18/2019