Test 2017-05-17-15-3 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212886
DEA: 023H1204
DIST-CO-RTE-PM02-TEH-5-R0.0/R22.4
Work DescriptionCOLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR
Location DescriptionTEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE
Sample Information
Sample Taken Date5/17/2017 Sample Unique Key15
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 testing5/5/2017
Sample typeVerification A brief description of the sampleLaboratory-Combined Untreated 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 byJoseph Last name of sampler or witnessed bySturges
Title of samplerPEI Tech Laboratory sample identificationD76918F
The fabricator/manufacturer/facility nameTullis, Inc - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number851339
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 sampleCombined Virgin Aggregate The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile at the Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design number17-04-S1 Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3513-2018-21
Test Details
DIME Sample ID: 2017-05-17-15
DIME Test ID: 2017-05-17-15-3
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: 2018-07-13
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: NRML-R
Date of test: 05/05/2017
Percentage of fractured, coarse, 2 faced particles tested:97 %
Percentage of fractured, coarse, 1 faced particles tested:99 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/13/2018