Summary for Test 2015-05-06-4-6

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 209767
DEA: 043G6504
EFIS: 0412000150
DIST-CO-RTE-PM04-SOL-680-0.35/13.10
Award Date10/08/2014
Closeout Date11/30/2016
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 09/02/2014)

Sample Information

Sample Taken Date05/06/2015 Sample Unique Key4
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 testing05/08/2015
Sample typeVerification A brief description of the sample1/2 HMA
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJoy Last name of sampler or witnessed bySharma
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification15ASPH0237 thru 15ASPH0241 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameSyar Lake Herman Transportation Laboratory (TL) NumberC667676 thru C667681
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeJob Mix Formula Partial Source Identification (SMARA, name of Pit or Job Site)91-48-0002
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledUnknown Superpave or Non-superpave MixNot set

Test Details

DIME Sample ID: 2015-05-06-4
DIME Test ID: 2015-05-06-4-6
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
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: 2015-06-02

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 05/15/2015
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2015