Summary for Test 2018-02-06-3-3

Test performed: ASTM C496-17

Project Information

Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
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 Date02/06/2018 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 testing02/12/2018
Sample typeQuality Assurance A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6x12 Cylinders From where was the sample collectedJob Site
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 namea a ready mix Transportation Laboratory (TL) NumberL48-004-18
Inspector Lot Number from the Transportation Laboratory (TL) FormL48-004-18 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 collected5800143
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedUnknown Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-02-06-3
DIME Test ID: 2018-02-06-3-3
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: 2018-04-03

Test Results

Number of Specimens: 2
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 04/03/2018
Diameter (specimen 1): 6.01 in
Diameter (specimen 2): 6.01 in
Length (specimen 1): 12.04 in
Length (specimen 2): 11.97 in
Maximum applied load indicated by the testing machine (specimen 1): 43360 lbf
Maximum applied load indicated by the testing machine (specimen 2): 41090 lbf
Age (specimen 1): 56 days
Age (specimen 2): 56 days
Split Tensile Strength (specimen 1): 380 psi
Split Tensile Strength (specimen 2): 365 psi
Average Split Tensile Strength: 375 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2018