Test 2018-07-06-8-4 (CTM 227-December 2014) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date7/6/2018 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 testing7/23/2018
Sample typeQuality Assurance A brief description of the sample3/8 LW Hydrolite aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byDong
Title of samplerTEC Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameassociated ready mix Transportation Laboratory (TL) NumberC913576
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)signal hill
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 collectedassociated ready mix
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberLWSBS5A Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2018-07-06-8
DIME Test ID: 2018-07-06-8-4
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2018-08-30
Test Results

Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 08/30/2018
Cleanness value (11/2 in. maximum aggregate mix):81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/30/2018