Test 2018-03-01-7-1 (ASTM C469-14) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
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)
Sample Information
Sample Taken Date3/1/2018 Sample Unique Key7
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 testing3/13/2018
Sample typeDispute Resolution A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 cyl comp 3cyl M.O.E. From where was the sample collectedFabricator
First name of sampler or witnessed bygary Last name of sampler or witnessed byman
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameprecast yard Transportation Laboratory (TL) NumberUnknown
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 collectedUnknown The batch plant ticket number from where the sample was collected424508
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedBy formwork at precast plant Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown
Test Details
DIME Sample ID: 2018-03-01-7
DIME Test ID: 2018-03-01-7-1
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: 2018-04-27
Test Results

Number of Specimens: 3
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 04/26/2018
Predicted Compressive Strength (specimen 1): 7 psi
Predicted Compressive Strength (specimen 2): 7 psi
Predicted Compressive Strength (specimen 3): 7 psi
Diameter (specimen 1): 6.02 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): 2.519 msi
Static Modulus of Elasticity (specimen 2): 2.73 msi
Static Modulus of Elasticity (specimen 3): 2.525 msi
Average Static Modulus of Elasticity: 2.5913 msi
Curing and environmental histories: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/27/2018