Summary for Test 2026-03-22-11-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 995228
DEA: 07347904
EFIS: 0718000123
DIST-CO-RTE-PM07-LA-405-31.2/41.4
Award Date03/07/2025
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA, RHMA, JPCP, ISR, & REPLACE BRIDGE SLABS.
Location DescriptionLOS ANGELES FROM WILSHIRE BOULEVARD UNDERCROSSING TO VICTORY BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 01/22/2024)

Sample Information

Sample Taken Date03/22/2026 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing04/01/2026 Sample typeVerification
A brief description of the samplePSUE 3/4" RHMA-G-SP 0.5% LAS The quantity of what the sample constitutes4 bags comb agg, 1 bag EA (CRM Scrap and Hi-Nat)
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0164G-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameIngevity, Valero, Fish Canyon Irwindale
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)91-19-0035
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 Vulcan Sun Valley
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number226108M SVA VLO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-03-22-11
DIME Test ID: 2026-03-22-11-7
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: 2026-04-30

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: David Padilla
Date of test: 04/06/2026
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 4/30/2026 ✔