Summary for Test 2026-03-20-36-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 1000269
DEA: 070W6604
EFIS: 0722000360
DIST-CO-RTE-PM07-LA-47,110,405,605-Var
Award Date06/25/2024
Closeout DateNot set
Work DescriptionMETHACRYLATE, POLYESTER OVERLAY AND JOINT SEALS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 08/27/2024)

Sample Information

Sample Taken Date03/20/2026 Sample Unique Key36
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 testing03/20/2026
Sample typeVerification A brief description of the samplePSUE 3/8" HMA-A-SP R15
The quantity of what the sample constitutes4 bags coldfeed, 2 bags comb RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Last name of sampler or witnessed byEsparza
Title of sampler Telephone number of sampler
Laboratory sample identification0163A-26 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona Quarry/ SJR 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 All American Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/8 inch
The concrete mix design number109726 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-03-20-36
DIME Test ID: 2026-03-20-36-7
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: 2026-04-28

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 4/28/2026