Test 2019-07-11-5-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213738
DEA: 07303504
EFIS: 0714000007
DIST-CO-RTE-PM07-VEN-23-0.0/R3.3
Work DescriptionCOLD PLANE & OVERLAY ASPHALT CONCRETE PAVEMENT AND UPGRADE CURB RAMPS.
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS FROM CARLISLE ROAD TO ROUTE 101
Sample Information
Sample Taken Date7/11/2019 Sample Unique Key5
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 testing7/16/2019
Sample typeVerification A brief description of the sample1/2 WMA-A-SP R15
The quantity of what the sample constitutesPSE 12 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMatt Last name of sampler or witnessed byPherrigo
Title of sampler Laboratory sample identification0419A-19
The fabricator/manufacturer/facility nameSheldon, Blvd, Big Rock Creek Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Sheldon, Blvd, Big Rock Creek
The fabricator's/manufacturer's product name for the sample1/2 WMA-A-SP R15 The fabricator/manufacturer designation for the sample320914 SVA LTR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-07-11-5
DIME Test ID: 2019-07-11-5-2
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: 2019-08-22
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: Danilo Ferrer
Date of test: 07/19/2019
Weighted average percentage of fractured, coarse, 2 faced particles:97 %
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 08/22/2019