Summary for Test 2020-10-28-3-5
Test performed: ASTM C469-14Project Information
| Project Identifiers | Project ID: 213568 DEA: 034H6904 EFIS: 0319000026 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC/SOL-12-0-0.4/26.3-26.4, 0.0-0.4/26.3-26.4 |
| Award Date | 08/13/2018 |
| Closeout Date | 08/28/2023 |
| Work Description | Major Damage Restoration (Emergency Opening) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/24/2018) |
Sample Information
| Sample Taken Date | 10/28/2020 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 10/28/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | MCCRUM |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | GSB | Transportation Laboratory (TL) Number | 000001 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | 00000 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | Unknown | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | from mix truck | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2020-10-28-3
DIME Test ID: 2020-10-28-3-5
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: 2020-10-30
Test Results
Number of Specimens: 3
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 10/29/2020
Predicted Compressive Strength (specimen 1): 4170 psi
Predicted Compressive Strength (specimen 2): 4170 psi
Predicted Compressive Strength (specimen 3): 4170 psi
Diameter (specimen 1): 5.98 in
Diameter (specimen 2): 5.97 in
Diameter (specimen 3): 5.98 in
Length (specimen 1): 12.13 in
Length (specimen 2): 12.25 in
Length (specimen 3): 12.21 in
Cross sectional area specimen 1: 28.0862 in^2
Cross-sectional Area (specimen 2): 27.9923 in^2
Cross-sectional Area (specimen 3): 28.0862 in^2
Age (specimen 1): 1 days
Age (specimen 2): 1 days
Age (specimen 3): 1 days
Static Modulus of Elasticity (specimen 1): 1.95 msi
Static Modulus of Elasticity (specimen 2): 2.11 msi
Static Modulus of Elasticity (specimen 3): 1.9 msi
Average Static Modulus of Elasticity: 1.9867 msi
Curing and environmental histories: 4hr mold
General comments (publicly viewable) (Max 1000 characters): 6 hr MOE
Test was verified on 10/30/2020 ✔