Test 2020-08-30-2-4 (CTM 205-December 2010) Summary

Project Information
Project IdentifiersProject ID: 209141
DEA: 07215954
EFIS: 0700001835
DIST-CO-RTE-PM07-LA-5-0.0/7.6
Work DescriptionWIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location DescriptionLOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
Sample Information
Sample Taken Date8/30/2020 Sample Unique Key2
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 testing9/3/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-R15 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Coldfeed Agg., 2 Bags Of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJulio Last name of sampler or witnessed byMartinez
Title of sampler Laboratory sample identification0523-20
The fabricator/manufacturer/facility nameVulcan Materials 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)91-19-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number220805A IRW VLO A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-08-30-2
DIME Test ID: 2020-08-30-2-4
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 205-December 2010: Method of Test for Determining Percentage of Crushed Particles
Test Release Date: 2020-09-10
Test Results

Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 09/05/2020
Percent Coarse Crushed:99 %
Percent Fine Crushed:100 %
General comments (publicly viewable) (Max 1000 characters): One Face Crushed is 99% and Two Face Crushed is 94% on Coarse Aggregate

Test was verified on 09/10/2020