Test 2018-05-27-1-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213058
DEA: 010G6804
EFIS: 0117000045
DIST-CO-RTE-PM01-MEN-253-0.0-17.6 / 30-28.4 / 23.3-19.8
Work DescriptionCOLD PLANE, PLACE HMA AND MICROSURFACING
Location DescriptionMENDOCINO COUNTY NEAR BOONVILLE FROM 0.5 MILE WEST OF ANDERSON CREEK BRIDGE TO ROUTE 253/101 SEPARATION
Sample Information
Sample Taken Date5/27/2018 Sample Unique Key1
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 testing5/30/2018
Sample typeVerification A brief description of the sample3/4 Cold feed
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJack Last name of sampler or witnessed byMartin
Title of samplerTET Laboratory sample identification61953
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) Number978561
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)91-23-0015::HARRIS QUARRY
The fabricator's/manufacturer's product name for the sample1417 The fabricator/manufacturer designation for the sampleUnknown
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-24
Test Details
DIME Sample ID: 2018-05-27-1
DIME Test ID: 2018-05-27-1-2
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: 2018-07-24
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: Leif Ayres
Date of test: 07/24/2018
Weighted average percentage of fractured, coarse, 2 faced particles:100 %
Weighted average percentage of fractured, coarse, 1 faced particles:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/24/2018