Summary for Test 2015-07-16-9-1

Test performed: CTM 521-November 2014

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout Date07/31/2023
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date07/16/2015 Sample Unique Key9
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 testing07/28/2015
Sample typeQuality Control 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 byHUNG Last name of sampler or witnessed byHO
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification889-39 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number071639
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierCIDH PILES AT RW26 CC047
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design number1570340
The truck number from where the sample was collected6906 The batch plant ticket number from where the sample was collected25973686
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSHUTE 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: 2015-07-16-9
DIME Test ID: 2015-07-16-9-1
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: 2015-08-13

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: 08/13/2015
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 140930 lb
Maximum load on cylinder 2: 152440 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
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: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5035 psi
Compressive strength of cylinder 2: 5446.2 psi
Compressive strength (to nearest 10 psi): 5240 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/13/2015