Summary for Test 2021-08-23-9-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215756
DEA: 074W9304
EFIS: 0720000195
DIST-CO-RTE-PM07-LA-105-R0.0/R12.9
Award Date06/25/2021
Closeout Date07/26/2022
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY.
Location DescriptionLOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/11/2021)

Sample Information

Sample Taken Date08/23/2021 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing08/26/2021 Sample typeVerification
A brief description of the samplePSUE 1/2" HMA-A-SP R15 0.5% LAS The quantity of what the sample constitutes2 Bags Of Beltcut Agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byCesar
Last name of sampler or witnessed byGomez Title of sampler
Telephone number of sampler Laboratory sample identification0503A-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials-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::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-23-9
DIME Test ID: 2021-08-23-9-7
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: 2021-09-03

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: 08/29/2021
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 9/3/2021 ✔