Summary for Test 2026-02-04-26-9

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994583
DEA: 07333604
EFIS: 0716000313
DIST-CO-RTE-PM07-LA-2-2.3/14.2
Award Date11/26/2024
Closeout DateNot set
Work DescriptionCOLD PLANE AC, PLACE HMA, REPLACE CURB RAMPS AND TRAFFIC SIGNALS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS FROM CENTINELA AVENUE TO GLENDALE BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date02/04/2026 Sample Unique Key26
Date that the sample was received by the laboratory/organization performing the testing02/09/2026 Sample typeVerification
A brief description of the samplePSUE 3/4" WMA-A-SP R25 EVO 0.6% The quantity of what the sample constitutes2 bags comb agg, 2 bags comb RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byVictor
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler Laboratory sample identification0131A-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameAdv Sealing Syst, Ingevity, Uni Rock Prod (Olive) BD - IRW
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)91-19-0052
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 Blue Diamond Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number300154-R25 WMA Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-02-04-26
DIME Test ID: 2026-02-04-26-9
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: 2026-04-13

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: 02/13/2026
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 4/13/2026 ✔