Summary for Test 2020-07-13-3-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date07/13/2020 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing07/13/2020
Sample typeVerification A brief description of the sampleUntreated aggregate blend
The quantity of what the sample constitutes6 bags From where was the sample collectedSource
First name of sampler or witnessed byTrenton Last name of sampler or witnessed byCrouse
Title of samplerLab Manager Telephone number of sampler
Laboratory sample identification20-HMA-0115 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Tracy Transportation Laboratory (TL) NumberC827327
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-39-0021
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-07-13-3
DIME Test ID: 2020-07-13-3-2
Testing Lab: CT HQ - Sacramento Aggregate 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: 2020-07-21

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 07/17/2020
Mass of fractured, coarse, 2 faced particles tested: 1045.2 g
Mass of questionable, coarse, 2 faced particles tested: 26.3 g
Mass of unfractured, coarse, 2 faced particles tested: 9.3 g
Mass of fractured, coarse, 1 faced particles tested: 1073.9 g
Mass of questionable, coarse, 1 faced particles tested: 7 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 27.6 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 2 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 98 %
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 7/21/2020