Summary for Test 2018-02-14-7-1
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 | 02/14/2018 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/23/2018 | Sample type | Quality Assurance |
| A brief description of the sample | concrete cylinders | The quantity of what the sample constitutes | 5 concrete cylinders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Gary |
| Last name of sampler or witnessed by | Macomb | Title of sampler | asi |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | field |
| Transportation Laboratory (TL) Number | L10-022-18 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Unknown | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SFI-LWSBS5 |
|---|---|---|---|
| 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 | field | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2018-02-14-7
DIME Test ID: 2018-02-14-7-1
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: 2018-04-13
Test Results
Number of Specimens: 3
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 04/11/2018
Predicted Compressive Strength (specimen 1): 7180 psi
Predicted Compressive Strength (specimen 2): 7180 psi
Predicted Compressive Strength (specimen 3): 7180 psi
Diameter (specimen 1): 6.01 in
Diameter (specimen 2): 6.02 in
Diameter (specimen 3): 6.03 in
Length (specimen 1): 12.00 in
Length (specimen 2): 12.00 in
Length (specimen 3): 12.00 in
Cross sectional area specimen 1: 28.3687 in^2
Cross-sectional Area (specimen 2): 28.4631 in^2
Cross-sectional Area (specimen 3): 28.5578 in^2
Age (specimen 1): 56 days
Age (specimen 2): 56 days
Age (specimen 3): 56 days
Static Modulus of Elasticity (specimen 1): 2.5655 msi
Static Modulus of Elasticity (specimen 2): 2.5705 msi
Static Modulus of Elasticity (specimen 3): 2.5525 msi
Average Static Modulus of Elasticity: 2.5628 msi
Curing and environmental histories: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2018 ✔