Summary for Test 2020-05-12-4-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214140
DEA: 081J1104
EFIS: 0817000211
DIST-CO-RTE-PM08-RIV-10,79,86-Var
Award Date06/14/2019
Closeout Date06/23/2021
Work DescriptionREMOVE, PREPARE AND FURNISH POLYESTER CONCRETE OVERLAY.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date05/12/2020 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing05/13/2020 Sample typeVerification
A brief description of the sample1/2 HMA-A-SP R15 Aggregate and RAP The quantity of what the sample constitutesPSUE 5 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byJulius
Last name of sampler or witnessed byEsonwune Title of sampler
Telephone number of sampler Laboratory sample identification0238A-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Coachella
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)91-33-0084
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number41217333 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Coachella Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-12-4
DIME Test ID: 2020-05-12-4-2
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: 2020-05-20

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: 05/19/2020
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 5/20/2020 ✔