Test 2014-11-05-9-2 (CTM 206-October 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 Key9
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 sampleOne and a half 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 identification4295B
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 Size1-1/2 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-11-05-9
DIME Test ID: 2014-11-05-9-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 206-October 2011: Method of Test for Specific Gravity and Absorption of Coarse Aggregate
Test Release Date: 2015-02-20
Test Results

How will the aggregate be used?: portland cement
Input Type: Calculated
Tester's full name: Farzin Farah
Date of test: 11/14/2014
% Water Absorbed:0.9 %
Bulk Saturated Surface Dry Specific Gravity:2.67
General comments (publicly viewable) (Max 250 characters):

Test was verified on 02/20/2015