Test 2018-04-13-4-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212948
DEA: 010F8604
EFIS: 0116000075
DIST-CO-RTE-PM01-HUM,DN-101-R131.7/R137.2,M0.0/M0.1
Work DescriptionRHMA, COLD PLANE AND HMA AT RAMPS, REPLACE GUARDRAIL WITH MGS
Location DescriptionHUMBOLDT AND DEL NORTE COUNTIES NEAR ORICK FROM 2.5 MILES NORTH OF BOYES CREEK VIADUCT TO NORTH PRAIRIE CREEK UNDERCROSSING
Sample Information
Sample Taken Date4/13/2018 Sample Unique Key4
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 testing4/16/2018
Sample typeVerification A brief description of the samplevirgin aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byken Last name of sampler or witnessed bysutterfield
Title of samplerARE Laboratory sample identification61919
The fabricator/manufacturer/facility nameTidewater Smith River Transportation Laboratory (TL) Number972601
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-08-0002::HUFFMAN BAR
The fabricator's/manufacturer's product name for the sample18-1454.09 The fabricator/manufacturer designation for the sample18-1454.09
The plant numberUnknown A detailed description of where the material sample was collectedcold feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-15
Test Details
DIME Sample ID: 2018-04-13-4
DIME Test ID: 2018-04-13-4-1
Testing Lab: CT D01 - 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: 2018-04-26
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: Leif Ayres
Date of test: 04/26/2018
Percentage of fractured, coarse, 2 faced particles tested:100 %
Percentage of fractured, coarse, 1 faced particles tested:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/26/2018