Summary for Test 2018-02-23-4-3

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 Date02/23/2018 Sample Unique Key4
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 testing03/02/2018
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders for MOE Comp Splitting Tensile
The quantity of what the sample constitutes7 cylinders for this TL 502 From where was the sample collectedJob Site
First name of sampler or witnessed byGary Last name of sampler or witnessed byMcComb
Title of samplerIQA inspector Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameSFI Transportation Laboratory (TL) Number166731
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberSFI-LWSBSS
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedna
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedSFI jobsite recast 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: 2018-02-23-4
DIME Test ID: 2018-02-23-4-3
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: 2018-04-20

Test Results

Number of Specimens: 2
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 04/20/2018
Diameter (specimen 1): 6.01 in
Diameter (specimen 2): 6.01 in
Length (specimen 1): 12.05 in
Length (specimen 2): 12.04 in
Maximum applied load indicated by the testing machine (specimen 1): 32360 lbf
Maximum applied load indicated by the testing machine (specimen 2): 28920 lbf
Age (specimen 1): 56 days
Age (specimen 2): 56 days
Split Tensile Strength (specimen 1): 285 psi
Split Tensile Strength (specimen 2): 255 psi
Average Split Tensile Strength: 270 psi
General comments (publicly viewable) (Max 1000 characters): sample received 3/2/18 and cured in fog room for 26 days and moved to 50/50 room per instructed by Jennifer Olarte until test 4/20/18.

Test was verified on 4/20/2018