Test 2018-05-15-41-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212845
DEA: 023H1304
DIST-CO-RTE-PM02-LAS-395-47.0/56.5
Work DescriptionAC OVERLAY, REPLACE AC SURFACE, RUMBLE STRIP, GUARDRAIL
Location DescriptionLASSEN COUNTY AT AND NEAR JANESVILLE FROM 1.9 MILES SOUTH OF LAKECREST DRIVE TO 0.2 MILE NORTH OF SUNNYSIDE ROAD
Sample Information
Sample Taken Date5/15/2018 Sample Unique Key41
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 testing5/16/2018
Sample typeVerification A brief description of the sampleUntreated Virgin 3/4-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJeff Last name of sampler or witnessed byLehti
Title of samplerUnknown Laboratory sample identificationD77395F
The fabricator/manufacturer/facility nameHat Creek - Ward Lake Transportation Laboratory (TL) Number894810
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)91-18-0008::WARD LAKE PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample18-1278.96
The plant numberUnknown A detailed description of where the material sample was collectedLaboratory Batched
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 18-07-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-30
Test Details
DIME Sample ID: 2018-05-15-41
DIME Test ID: 2018-05-15-41-2
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: 2018-08-23
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: 06/08/2018
Percentage of fractured, coarse, 2 faced particles tested:97 %
Percentage of fractured, coarse, 1 faced particles tested:98 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/23/2018