Summary for Test 2026-06-12-73-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 1002057
DEA: 120V2404
EFIS: 1224000109
DIST-CO-RTE-PM12-ORA-405-3.9/23.3
Award Date02/19/2026
Closeout Date10/01/2026
Work DescriptionApply methacrylate, polyester concrete overlay, and deck spall repair.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM UNIVERSITY DRIVE OVERCROSSING TO N405-W22 CONNECTOR SEPARATION
QA Service Level1 (Verified on 04/02/2026)

Sample Information

Sample Taken Date06/12/2026 Sample Unique Key73
Date that the sample was received by the laboratory/organization performing the testing07/14/2026 Sample typeVerification
A brief description of the sample1/2" WMA-A 15R 0.4% LAS The quantity of what the sample constitutesJMF Verification, 4 Bags of Combined Aggregate, 2 Bags of Combined RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byVictor
Last name of sampler or witnessed byVictor QC Title of samplerQC
Telephone number of sampler Laboratory sample identification0350A-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA - Perris
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)91-33-0005
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 Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number102775 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-06-12-73
DIME Test ID: 2026-06-12-73-7
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: 2026-09-15

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: DP
Date of test: 07/18/2026
Percentage of fractured, coarse, 2 faced particles tested: 100 %
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 9/15/2026 ✔