Summary for Test 2015-04-16-3-1

Test performed: CTM 521-November 2014

Project Information

Project IdentifiersProject ID: 3959
DEA: 072159C4
EFIS: 0700000339
DIST-CO-RTE-PM07-LA-5-001.8/003.0
Award Date08/19/2011
Closeout Date08/16/2018
Work DescriptionCARMENITA INTERCHANGE IMPROVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING
QA Service Level1 (Verified on 05/01/2012)

Sample Information

Sample Taken Date04/16/2015 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 testing04/20/2015
Sample typeQuality Control A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byElias Last name of sampler or witnessed byJreij
Title of samplerTE Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namesite Transportation Laboratory (TL) NumberPour 155 number 52
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numbersm40325
The truck number from where the sample was collected42 The batch plant ticket number from where the sample was collected161744
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleNRM
A detailed description of where the material sample was collectedleft deck span 7 to 9 frame 2 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: 2015-04-16-3
DIME Test ID: 2015-04-16-3-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-05-14

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: 05/14/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 5.99 in
Maximum load on cylinder 1: 116130 lb
Maximum load on cylinder 2: 116040 lb
Type of fracture pattern of cylinder 1: 2
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: 28.18 in^2
Compressive strength of cylinder 1: 4107.9 psi
Compressive strength of cylinder 2: 4117.8 psi
Compressive strength (to nearest 10 psi): 4110 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/14/2015