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
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes 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

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)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 JMF Verification ID

Test Details

DIME Sample ID: 2019-04-10-16
DIME Test ID: 2019-04-10-16-2
Testing Lab: CT - 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