Summary for Test 2018-02-27-25-2

Test performed: AASHTO T335-09r13

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date02/27/2018 Sample Unique Key25
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 testing02/27/2018
Sample typeQuality Control A brief description of the sample1/2 HMA
The quantity of what the sample constitutesJMF Renewal From where was the sample collectedManufacturer
First name of sampler or witnessed byTom Last name of sampler or witnessed byCromwell
Title of sampler Telephone number of sampler
Laboratory sample identification18-J-006 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM-Templeton Transportation Laboratory (TL) Number18-J-006
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-10-0006::AVENAL AGGREGATES
The fabricator's/manufacturer's product name for the sample1/2 HMA The fabricator/manufacturer designation for the sample1/2 HMA
The plant number1 A detailed description of where the material sample was collectedHot Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design number17-137 Lot number1
Sublot number1 HMA Design ID

Test Details

DIME Sample ID: 2018-02-27-25
DIME Test ID: 2018-02-27-25-2
Testing Lab: Sierra Pacific Materials
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: 2019-02-24

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: unknown
Date of test: 03/22/2018
Weighted average percentage of fractured, coarse, 1 faced particles:99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/24/2019