Summary for Test 2018-03-28-11-1

Test performed: ASTM C496-17

Project Information

Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Award Date09/02/2011
Closeout DateNot set
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
QA Service Level1 (Verified on 06/03/2013)

Sample Information

Sample Taken Date03/28/2018 Sample Unique Key11
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 testing04/02/2018
Sample typeQuality Assurance A brief description of the samplesplit tensile cylinder
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed bysherri Last name of sampler or witnessed bybrannon
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namePRE CAST Transportation Laboratory (TL) NumberL48-013-18
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberSFI-LWSBS5
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected5733276
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedprecast yard Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-03-28-11
DIME Test ID: 2018-03-28-11-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C496-17: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (Split Tensile Strength)
Test Release Date: 2018-04-25

Test Results


Number of Specimens: 2
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 04/25/2018
Diameter (specimen 1): 6.01 in
Diameter (specimen 2): 6.02 in
Length (specimen 1): 11.99 in
Length (specimen 2): 12.01 in
Maximum applied load indicated by the testing machine (specimen 1): 34670 lbf
Maximum applied load indicated by the testing machine (specimen 2): 38680 lbf
Age (specimen 1): 28 days
Age (specimen 2): 28 days
Split Tensile Strength (specimen 1): 305 psi
Split Tensile Strength (specimen 2): 340 psi
Average Split Tensile Strength:325 psi
General comments (publicly viewable) (Max 1000 characters): Sample received 4/2/18 stripped and put into fog room on 4/3/18. Moved to 50/50 on 4/4/18 and cured in 50/50 until test on 4/25/18.

Test was verified on 4/25/2018