Test 2014-11-05-11-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 7409
DEA: 07245403
EFIS: 0700000431
DIST-CO-RTE-PM07-LA-10-31.1/32.3
Work DescriptionConstruct Connector between I-10 and I-605 (Design Build Project) LA-10-31.1/32.3, LA-605-R20.2/20.6
Location Description10 & 605 IC
Sample Information
Sample Taken Date11/5/2014 Sample Unique Key11
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 testing11/7/2014
Sample typeAnnual Source Testing A brief description of the sampleThree eighths inch rock
The quantity of what the sample constitutes3 Buckets From where was the sample collectedOther
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerUnknown Laboratory sample identification4297B
The fabricator/manufacturer/facility nameNational Ready Mix Concrete Company Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)SMARA 91 19 0015
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: 2014-11-05-11
DIME Test ID: 2014-11-05-11-1
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: 2015-02-23
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: Martin Ruiz
Date of test: 11/13/2014
Cumulative percent passing the 1/2 in. sieve:100 %
Cumulative percent passing the 3/8 in. sieve:64 %
Cumulative percent passing the #4 sieve:3 %
Cumulative percent passing the #8 sieve:1 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 02/23/2015