Test 2016-05-25-10-5 (CTM 227-June 2012) Summary

Project Information
Project IdentifiersProject ID: 209732
DEA: 072881U4
EFIS: 0714000085
DIST-CO-RTE-PM07-LA-210-R16.1/R25.8
Work DescriptionCONSTRUCT CONCRETE PAVEMENT, PRECAST CONCRETE PANELS, AND SLABS.
Location DescriptionLOS ANGELES COUNTY IN LA CANADA FLINTRIDGE, GLENDALE AND PASADENA FROM DUNSMORE AVENUE UNDERCROSSING TO NORTH LOS ROBLES AVENUE OVERCROSSING
Sample Information
Sample Taken Date5/25/2016 Sample Unique Key10
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 testing5/25/2016
Sample typeAnnual Source Testing A brief description of the sampleThree Eighths Inch Rock
The quantity of what the sample constitutes4 Bags From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerUnknown Laboratory sample identificationLab No 6196B
The fabricator/manufacturer/facility nameHolliday Rock Palmdale 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 19 0001
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 collectedStockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-05-25-10
DIME Test ID: 2016-05-25-10-5
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: Nemencio Daof
Date of test: 06/13/2016
Cleanness value (11/2 in. maximum aggregate mix):91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019