Test 2015-03-27-6-2 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 7409
DEA: 07245403
EFIS: 0700000431
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 Date3/27/2015 Sample Unique Key6
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 testing4/1/2015
Sample typeIndependent Assurance A brief description of the sample6X12
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byOSCAR Last name of sampler or witnessed byRODRIGUEZ
Title of samplerASR Laboratory sample identification854-14
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number60514
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier10and605 INTERCHANGE
Structure nameframe 4 soffit and stem pour2span12 2
Material Information
Material TypeConcrete The concrete mix design numberS75099
The truck number from where the sample was collected476 The batch plant ticket number from where the sample was collected196817
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTRUCK Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set
Test Details
DIME Sample ID: 2015-03-27-6
DIME Test ID: 2015-03-27-6-2
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: 2015-05-08
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: 05/08/2015
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 180870 lb
Maximum load on cylinder 2: 180490 lb
Type of fracture pattern of cylinder 1: 2
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: 42 days
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 6375.4 psi
Compressive strength of cylinder 2: 6384.5 psi
Compressive strength (to nearest 10 psi):6380 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/08/2015