Summary for Test 2018-04-24-37-1
Test performed: ASTM C469-14Project Information
Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
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DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
Award Date | 09/02/2011 |
Closeout Date | Not set |
Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
Location Description | Port of Long Beach (District 7) |
QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
Sample Taken Date | 04/24/2018 | Sample Unique Key | 37 |
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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 testing | 05/02/2018 |
Sample type | Quality Assurance | A brief description of the sample | concrete cylinders for MOE |
The quantity of what the sample constitutes | 3 concrete cylinders for MOE | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Sherri | Last name of sampler or witnessed by | Brannon |
Title of sampler | qai | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | field | Transportation Laboratory (TL) Number | L48-026-18 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | SFI-LWSBS5 |
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The truck number from where the sample was collected | 421 | The batch plant ticket number from where the sample was collected | 426845 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | field | Where the material sample would have been placed if not sampled | Unknown |
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 ✔