Test 2019-04-16-22-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212872
DEA: 07302204
EFIS: 0713000481
DIST-CO-RTE-PM07-VEN-126-0.0/R13.6
Work DescriptionPLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT.
Location DescriptionVENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE
Sample Information
Sample Taken Date4/16/2019 Sample Unique Key22
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 testing4/22/2019
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP
The quantity of what the sample constitutesPSE 8 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byJay Last name of sampler or witnessed byOlsen
Title of samplerQC Technician Laboratory sample identification0242G-19
The fabricator/manufacturer/facility nameVulcan - Sun Valley Transportation Laboratory (TL) Number002802
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)91-19-0017, 91-19-0019, 91-19-0021
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample226108 SVA3 SJR
The plant number3 A detailed description of where the material sample was collectedManufacturer
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: 2019-04-16-22
DIME Test ID: 2019-04-16-22-2
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: 2019-05-07
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: 04/26/2019
Weighted average percentage of fractured, coarse, 2 faced particles:96 %
Weighted average percentage of fractured, coarse, 1 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/30/2019