Summary for Test 2020-08-26-2-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214935
DEA: 074W7004
EFIS: 0719000128
DIST-CO-RTE-PM07-LA-210-R15.3/R22.5
Award Date06/11/2020
Closeout Date05/10/2021
Work DescriptionREPLACE ASPHALT CONCRETE SURFACING AND APPLY SLURRY SEAL TO ROADWAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF LOWELL AVENUE UNDERCROSSING TO ARROYO BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 04/07/2021)

Sample Information

Sample Taken Date08/26/2020 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/28/2020 Sample typeVerification
A brief description of the samplePSUE 1/2" RHMA-G-SP, 1.0% LAS The quantity of what the sample constitutes4 Bags Of Coldfeed Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byHonesto
Last name of sampler or witnessed byCastillo Title of sampler
Telephone number of sampler Laboratory sample identification0521-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt
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 sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number106836 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-26-2
DIME Test ID: 2020-08-26-2-2
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: 2020-09-08

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: Satish Jain
Date of test: 09/03/2020
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 9/8/2020 ✔