Test 2015-06-01-2-2 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 209553
DEA: 08336304
EFIS: 0800000608
Sample Information
Sample Taken Date6/1/2015 Sample Unique Key2
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 testing6/3/2015
Sample typeQuality Control A brief description of the sample6x12
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byk Last name of sampler or witnessed bytalati
Title of samplerte Laboratory sample identification906-1
The fabricator/manufacturer/facility namejob Transportation Laboratory (TL) Number1
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierRT 36 PM 26 6 GLASS ROAD AND RT 38
Structure nameUnknown
Material Information
Material TypeConcrete The concrete mix design numberHG78547A
The truck number from where the sample was collected158 The batch plant ticket number from where the sample was collected293213
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedNP Where the material sample would have been placed if not sampledUnknown
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-06-01-2
DIME Test ID: 2015-06-01-2-2
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-06-15
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/15/2015
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 160450 lb
Maximum load on cylinder 2: 156130 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 14 days
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Compressive strength of cylinder 1: 5693.8 psi
Compressive strength of cylinder 2: 5540.5 psi
Compressive strength (to nearest 10 psi):5620 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/15/2015