Test 2018-02-27-21-3 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212679
DEA: 023E7204
EFIS: 0200020154
DIST-CO-RTE-PM02-TEH-36-42.1/46.0
Work DescriptionCOLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location DescriptionTEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Sample Information
Sample Taken Date2/27/2018 Sample Unique Key21
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 testing2/27/2018
Sample typeVerification A brief description of the sampleUntreated Virgin 1/2-inch Type A Aggregate, Laboratory Combined
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMichael Last name of sampler or witnessed byAllegretto
Title of samplerLab Tech Laboratory sample identificationD77292F
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number852088
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)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleUntreated Virgin 1/2-inch Type A The fabricator/manufacturer designation for the sampleL170860
The plant numberUnknown A detailed description of where the material sample was collectedStockpiles at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 18-01-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-22
Test Details
DIME Sample ID: 2018-02-27-21
DIME Test ID: 2018-02-27-21-3
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: 2018-07-16
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: 03/05/2018
Percentage of fractured, coarse, 2 faced particles tested:99 %
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 07/16/2018