Summary for Test 2022-02-02-48-7

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 Date02/02/2022 Sample Unique Key48
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 testing03/10/2022
Sample typeVerification A brief description of the sampleJMF PP 1/2" HMA-A-SP R25 0.25% EVO
The quantity of what the sample constitutes4 Bags Combined Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0157A-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble-Orange Transportation Laboratory (TL) Number
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)91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number40R2508SPWEO A detailed description of where the material sample was collectedBelt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-02-02-48
DIME Test ID: 2022-02-02-48-7
Testing Lab: CT D08 - Fontana Southern Regional 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: 2022-03-29

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: Satish Jain
Date of test: 03/24/2022
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/29/2022