Test 2013-11-07-11006359-5 (CTM 227-June 2012) Summary

Project Information
Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Sample Information
Sample Taken Date11/7/2013 Sample Unique Key11006359
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 testing11/12/2013
Sample typeAnnual Source Testing A brief description of the sampleOne half inch PCC Aggregates
The quantity of what the sample constitutes6 Bags From where was the sample collectedSource
First name of sampler or witnessed byJeff Last name of sampler or witnessed byPollard
Title of samplerUnknown Laboratory sample identification3292B
The fabricator/manufacturer/facility nameVulcan Materials Complany Corona Transportation Laboratory (TL) NumberUnknown
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 collectedStockpile at the plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-11-07-11006359
DIME Test ID: 2013-11-07-11006359-5
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: 2014-02-28
Test Results

Describe the gradation of the aggregate:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Charles McDonald
Date of test: 12/10/2013
Cleanness value (11/2 in. maximum aggregate mix):91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/28/2014