Test 2016-05-09-8-5 (CTM 227-June 2012) Summary

Project Information
Project IdentifiersProject ID: 7427
DEA: 07215934
EFIS: 0700001833
DIST-CO-RTE-PM07-LA-5-2.4/4.0
Work DescriptionWiden and Realign Freeway and Construct Ped OC, OC and UC Structures.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM 0.1 MILE NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVERCROSSING
Sample Information
Sample Taken Date5/9/2016 Sample Unique Key8
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 testing5/10/2016
Sample typeAnnual Source Testing A brief description of the sampleOne half inch Washed Crushed Rock
The quantity of what the sample constitutes6 Bags From where was the sample collectedSource
First name of sampler or witnessed bySteve Last name of sampler or witnessed byYturralde
Title of samplerQC Tech Laboratory sample identification6162B
The fabricator/manufacturer/facility nameVulcan Corona Transportation Laboratory (TL) NumberC-16-104
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)SMARA 91 33 0027
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedVulcan Corona Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-05-09-8
DIME Test ID: 2016-05-09-8-5
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 227-June 2012: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2019-10-15
Test Results

Describe the gradation of the aggregate:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/02/2016
Cleanness value (11/2 in. maximum aggregate mix):81
General comments (publicly viewable) (Max 250 characters):

Test was verified on 10/15/2019