Test 2019-12-05-15-2 (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 Date12/5/2019 Sample Unique Key15
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 testing12/6/2019
Sample typeAcceptance A brief description of the sample1" X No. 4 PCC AGGREGATE
The quantity of what the sample constitutes1 bag From where was the sample collectedFabricator
First name of sampler or witnessed byHonesto Last name of sampler or witnessed byCastillo
Title of samplerMREA Laboratory sample identification8961
The fabricator/manufacturer/facility nameVULCAN PORTABLE PLANT LONG BEACH Transportation Laboratory (TL) NumberC914404
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameGERALD DESMOND BRIDGE
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Unknown
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 collectedunknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-12-05-15
DIME Test ID: 2019-12-05-15-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2020-03-17
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: HUSNI ANKIN
Date of test: 12/12/2019
Cleanness value (11/2 in. maximum aggregate mix):91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/17/2020