Summary for Test 2018-02-06-3-2

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 Date02/06/2018 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: 2018-02-06-3-2
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: 2018-04-03

Test Results

Number of Specimens: 3
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 04/03/2018
Predicted Compressive Strength (specimen 1): 8430 psi
Predicted Compressive Strength (specimen 2): 8430 psi
Predicted Compressive Strength (specimen 3): 8430 psi
Diameter (specimen 1): 6.02 in
Diameter (specimen 2): 6.02 in
Diameter (specimen 3): 6.02 in
Length (specimen 1): 12.22 in
Length (specimen 2): 12.2 in
Length (specimen 3): 12.21 in
Cross sectional area specimen 1: 28.4631 in^2
Cross-sectional Area (specimen 2): 28.4631 in^2
Cross-sectional Area (specimen 3): 28.4631 in^2
Age (specimen 1): 56 days
Age (specimen 2): 56 days
Age (specimen 3): 56 days
Static Modulus of Elasticity (specimen 1): 2.7855 msi
Static Modulus of Elasticity (specimen 2): 2.7875 msi
Static Modulus of Elasticity (specimen 3): 2.762 msi
Average Static Modulus of Elasticity: 2.7783 msi
Curing and environmental histories: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2018