Summary for Test 2026-07-17-21-5

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 1002406
DEA: 09428804
EFIS: 0925000089
DIST-CO-RTE-PM09-INY-395-
Award DateNot set
Closeout DateNot set
Work DescriptionRTE 395 LITTLE LAKE PAVEMENT PRESERVATION (PM R8.4/R11.8): HMA (TYPE A) OVERLAY & DIGOUTS, HMA DIKE (TYPE E), SHOULDER BACKING, RUMBLE STRIP, FOG SEAL, COLD PLANE, THERMO STRIPING
Location DescriptionNot set
QA Service Level1 (Verified on 07/16/2026)

Sample Information

Sample Taken Date07/17/2026 Sample Unique Key21
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 testing07/17/2026
Sample typeJMF Verification A brief description of the sample3/8" Crushed Rock
The quantity of what the sample constitutesJMF 6 bags From where was the sample collectedSource
First name of sampler or witnessed byRaj Last name of sampler or witnessed byBharathan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBowman Asphalt, Ridgecrest Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-15-0015
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 collectedCold Feed Sampling Chute
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-07-17-21
DIME Test ID: 2026-07-17-21-5
Testing Lab: CT D09 - Bishop Field 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: 2026-08-11

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 07/20/2026
Weighted average percentage of fractured, coarse, 2 faced particles: 98.7 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
General comments (publicly viewable) (Max 1000 characters): JMF-01

Test was verified on 8/11/2026