Summary for Test 2022-11-02-13-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214524
DEA: 07304504
EFIS: 0714000067
DIST-CO-RTE-PM07-LA-57-R0.0/R4.5
Award Date06/11/2020
Closeout Date04/03/2025
Work DescriptionCONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date11/02/2022 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing11/02/2022 Sample typeVerification
A brief description of the sample3/4" RHMA-GR24 PG64-16RB.0.5% LAS The quantity of what the sample constitutes3/4 Aggregate
From where was the sample collectedJob Site First name of sampler or witnessed byJohn
Last name of sampler or witnessed byMejia Title of sampler
Telephone number of sampler Laboratory sample identification0724G
Linked DIME Sample ID The fabricator/manufacturer/facility nameFabricator Name
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, 91-36-0137
The fabricator's/manufacturer's product name for the sampleVulcan Irwindale The fabricator/manufacturer designation for the sampleFish Canyon Irwindale
The plant numberVulcan Irwindale A detailed description of where the material sample was collected4 Bags of Aggregate
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number226108A IRW LTR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-11-02-13
DIME Test ID: 2022-11-02-13-7
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: 2023-02-01

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: Satish Jain
Date of test: 11/05/2022
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 2/1/2023 ✔