Summary for Test 2019-04-10-16-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213584
DEA: 074W2804
EFIS: 0718000113
DIST-CO-RTE-PM07-VEN-33-6.3/11.2
Award Date11/09/2018
Closeout Date06/05/2020
Work DescriptionAPPLY SLURRY SEAL COAT AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionVENTURA COUNTY NEAR VENTURA FROM 0.1 MILE SOUTH OF PARKVIEW DRIVE TO ROUTE 150
QA Service Level1 (Verified on 09/10/2018)

Sample Information

Sample Taken Date04/10/2019 Sample Unique Key16
Date that the sample was received by the laboratory/organization performing the testing04/15/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP The quantity of what the sample constitutesPSE 4 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byEzequiel
Last name of sampler or witnessed byOrtega Title of samplerGranit QC Technician
Telephone number of sampler Laboratory sample identification0227A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite - Santa Paula
Transportation Laboratory (TL) Number913399 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample2126
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 100 Tons
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-10-16
DIME Test ID: 2019-04-10-16-2
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: 2019-04-30

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: 04/18/2019
Percentage of fractured, coarse, 2 faced particles tested: 92 %
Percentage of fractured, coarse, 1 faced particles tested: 95 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/23/2019 ✔