Test 2019-12-05-16-1 (CTM 202-November 2011) 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 Key16
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 sample3/8" 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 identification8962
The fabricator/manufacturer/facility nameVULCAN PORTABLE PLANT LONG BEACH Transportation Laboratory (TL) NumberC914405
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 Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2019-12-05-16
DIME Test ID: 2019-12-05-16-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-17
Test Results

What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: MIKE MAGANA
Date of test: 12/10/2019
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:84 %
Cumulative percent passing the #4 sieve:12 %
Cumulative percent passing the #8 sieve:1.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/17/2020