Summary for Test 2015-04-30-3-1

Test performed: CTM 521-November 2014

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
Award Date11/13/2012
Closeout Date02/13/2017
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
QA Service Level1 (Verified on 06/10/2013)

Sample Information

Sample Taken Date04/30/2015 Sample Unique Key3
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 testing05/04/2015
Sample typeVerification A brief description of the sample6X12
The quantity of what the sample constitutes2 From where was the sample collectedJob Site
First name of sampler or witnessed byDARREN Last name of sampler or witnessed byHOPPER
Title of samplerASR Telephone number of samplerUnknown
Laboratory sample identification868-98 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number180598
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierRETAINING WALL 7
Structure nameSTEM WALL STATION 11 10 to 12 02

Material Information

Material TypeConcrete The concrete mix design numberCM5800
The truck number from where the sample was collected191 The batch plant ticket number from where the sample was collected103033741
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: 2015-04-30-3
DIME Test ID: 2015-04-30-3-1
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: 2015-06-11

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: 06/11/2015
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 114010 lb
Maximum load on cylinder 2: 113900 lb
Type of fracture pattern of cylinder 1: 3
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: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4058.7 psi
Compressive strength of cylinder 2: 4054.8 psi
Compressive strength (to nearest 10 psi):4060 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/11/2015