Summary for Test 2026-01-30-13-9

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 Date01/30/2026 Sample Unique Key13
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 testing02/03/2026
Sample typeVerification A brief description of the sampleJMF 1/2" RHMA-G-SP 1.0% LAS
The quantity of what the sample constitutes4 Bags Coldfeed Agg, 1 bag each of Scrap & Hi- Nat From where was the sample collectedManufacturer
First name of sampler or witnessed byAdrian Last name of sampler or witnessed byLopez
Title of sampler Telephone number of sampler
Laboratory sample identification0122G-26 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSJR, CRM Co, AAA, Rohm & Haas, AAA Corona 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)All American Asphalt Corona
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 at AAA - Corona
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number106836-C Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-01-30-13
DIME Test ID: 2026-01-30-13-9
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: 2026-05-07

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: David Padilla
Date of test: 02/07/2026
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2026