Test 2018-05-15-29-3 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212887
DEA: 024F79U4
DIST-CO-RTE-PM02-SHA-151-5.5/R5.8
Work DescriptionHMA/RHMA PAVING AND ADA SIDEWALK WORK.
Location DescriptionSHASTA COUNTY IN SHASTA LAKE CITY FROM PANCAKE HILL DRIVE TO LOCUST AVENUE
Sample Information
Sample Taken Date5/15/2018 Sample Unique Key29
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 testing5/15/2018
Sample typeVerification A brief description of the sampleLab-batched, 1/2-inch Type G Aggregate, Unreated
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byOrtiz
Title of samplerTester Laboratory sample identificationD77384
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number002178
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-11-S1 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleL180451 The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedLab-batched from untreated stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 18-11-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-25
Test Details
DIME Sample ID: 2018-05-15-29
DIME Test ID: 2018-05-15-29-3
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: 2018-08-02
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: 06/14/2018
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 08/02/2018