Summary for Test 2018-02-23-4-2
Test performed: ASTM C469-14Project Information
| Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
|---|---|
| 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 | 02/23/2018 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 03/02/2018 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders for MOE Comp Splitting Tensile |
| The quantity of what the sample constitutes | 7 cylinders for this TL 502 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Gary | Last name of sampler or witnessed by | McComb |
| Title of sampler | IQA inspector | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | SFI | Transportation Laboratory (TL) Number | 166731 |
| 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-LWSBSS |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | na |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | SFI jobsite recast yard | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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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 ✔