Test 2015-05-12-2-1 (CTM 521-November 2014) Summary

Project Information
Project IdentifiersProject ID: 208862
DEA: 080K7104
EFIS: 0800000366
DIST-CO-RTE-PM08-SBD-15,215-14.0/R16.4,16.0/17.8
Work DescriptionI-15/I-215 Interchange Improvements (Devore)
Location DescriptionOn I-15 from 0.8 mile south of Glen Helen Parkway UC to 1.4 mile north of Kenwood Ave UC And On I-215 from 1.2 mile south of Devore Road OC to the I-15 junction
Sample Information
Sample Taken Date5/12/2015 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 testing5/14/2015
Sample typeQuality Control 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 byRAVINDER Last name of sampler or witnessed bySINGH
Title of samplerASR Laboratory sample identification868-15
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number051215
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierBRIDGE 22
Structure nameBR 22 STEM SOFFIT
Material Information
Material TypeConcrete The concrete mix design numberCT1-C4500DI
The truck number from where the sample was collected11 The batch plant ticket number from where the sample was collectedNOT PROVIDED
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedCHUTE 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: 2015-05-12-2
DIME Test ID: 2015-05-12-2-1
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: 2015-06-09
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: 06/09/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 119640 lb
Maximum load on cylinder 2: 120120 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4232 psi
Compressive strength of cylinder 2: 4249 psi
Compressive strength (to nearest 10 psi):4240 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/09/2015