Test 2019-07-15-6-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213603
DEA: 07301504
EFIS: 0714000020
DIST-CO-RTE-PM07-LA-1,10-R34.6/35.2,R2.1/18.4
Work DescriptionREPLACING CONCRETE AND AC PAVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA MONICA AND LOS ANGELES ON ROUTE 1 FROM 0.1 MILE WEST OF MAIN STREET OVERCROSSING TO ROUTE 1/10 SEPARATION AND ON ROUTE 10 FROM ROUTE 1/10 SEPARATION TO ROUTE 5/10 SEPARATION AND AT ROUTE 10/110 SEPARATION
Sample Information
Sample Taken Date7/15/2019 Sample Unique Key6
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 testing7/17/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesPSE 3 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byG Last name of sampler or witnessed byZubieta
Title of sampler Laboratory sample identification0425G-19
The fabricator/manufacturer/facility nameVulan Irwindale, Reliance Irwindale 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)Vulcan Irwindale, Reliance Irwindale
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample326120 IRW LTR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 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: 2019-07-15-6
DIME Test ID: 2019-07-15-6-2
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:93 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019