Summary for Test 2026-02-02-29-9

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 1000392
DEA: 07349904
EFIS: 0718000167
DIST-CO-RTE-PM07-LA-710-6.0/14.1
Award Date09/12/2024
Closeout DateNot set
Work DescriptionCONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2024)

Sample Information

Sample Taken Date02/02/2026 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing02/06/2026 Sample typeVerification
A brief description of the samplePSUE 3/4" RHMA-G-SP 0.50% LAS The quantity of what the sample constitutes4 bags comb agg, 1 bag each (Crumb Rubber scrap and hi-nat)
From where was the sample collectedManufacturer First name of sampler or witnessed byAlex/
Last name of sampler or witnessed by/Baher Title of sampler
Telephone number of sampler Laboratory sample identification0130G-26
Linked DIME Sample ID The fabricator/manufacturer/facility nameCorona/SJR/ Rohm & Haas
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 collectedAll American Asphalt - Irwindale
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number106835 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-02-02-29
DIME Test ID: 2026-02-02-29-9
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: 2026-04-15

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: 02/11/2026
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 4/15/2026 ✔