Summary for Test 2018-04-24-37-1

Test performed: ASTM C469-14

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 Date04/24/2018 Sample Unique Key37
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 testing05/02/2018
Sample typeQuality Assurance A brief description of the sampleconcrete cylinders for MOE
The quantity of what the sample constitutes3 concrete cylinders for MOE From where was the sample collectedJob Site
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerqai Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namefield Transportation Laboratory (TL) NumberL48-026-18
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 collected421 The batch plant ticket number from where the sample was collected426845
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedfield Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2018-04-24-37
DIME Test ID: 2018-04-24-37-1
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: 2018-06-19

Test Results


Number of Specimens: 3
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 06/19/2018
Predicted Compressive Strength (specimen 1): 7700 psi
Predicted Compressive Strength (specimen 2): 7700 psi
Predicted Compressive Strength (specimen 3): 7700 psi
Diameter (specimen 1): 6.02 in
Diameter (specimen 2): 6.02 in
Diameter (specimen 3): 6.02 in
Length (specimen 1): 12 in
Length (specimen 2): 12 in
Length (specimen 3): 12 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): 2.62 msi
Static Modulus of Elasticity (specimen 2): 2.79 msi
Static Modulus of Elasticity (specimen 3): 2.53 msi
Average Static Modulus of Elasticity: 2.6467 msi
Curing and environmental histories: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/19/2018