Summary for Test 2023-02-14-35-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date02/14/2023 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing02/22/2023 Sample typeVerification
A brief description of the samplePSUE 3/4" HMA-A-SP R15 0.5% LAS The quantity of what the sample constitutes2 Bags Of Agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0153A-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials-Corona Drum
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)91-33-0027, 91-33-0073
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 Vulcan Materials- Corona
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number220831 CORD SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-14-35
DIME Test ID: 2023-02-14-35-7
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: 2023-07-06

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: 02/26/2023
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 7/6/2023