Summary for Test 2018-02-23-4-2

Test performed: ASTM C469-14

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: 2018-02-23-4-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Test Release Date: 2018-04-23

Test Results

Number of Specimens: 3
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 04/20/2018
Predicted Compressive Strength (specimen 1): 7 psi
Predicted Compressive Strength (specimen 2): 7 psi
Predicted Compressive Strength (specimen 3): 7 psi
Diameter (specimen 1): 6 in
Diameter (specimen 2): 6.02 in
Diameter (specimen 3): 6.01 in
Length (specimen 1): 12 in
Length (specimen 2): 12 in
Length (specimen 3): 12 in
Cross sectional area specimen 1: 28.2743 in^2
Cross-sectional Area (specimen 2): 28.4631 in^2
Cross-sectional Area (specimen 3): 28.3687 in^2
Age (specimen 1): 56 days
Age (specimen 2): 56 days
Age (specimen 3): 56 days
Static Modulus of Elasticity (specimen 1): 2.78 msi
Static Modulus of Elasticity (specimen 2): 2.647 msi
Static Modulus of Elasticity (specimen 3): 2.763 msi
Average Static Modulus of Elasticity: 2.73 msi
Curing and environmental histories: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/23/2018