Summary for Test 2022-03-07-30-2
Test performed: ASTM C469-14
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Project Information
| Project Identifiers | Project ID: 215709 DEA: 051H4604 EFIS: 0516000077 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-63.0 |
| Award Date | 07/07/2021 |
| Closeout Date | 12/14/2023 |
| Work Description | REHAB BRIDGE STRUCTURE AND ELECTROCHEMICAL CHLORIDE EXTRACTION. |
| Location Description | MONTEREY COUNTY ABOUT 11.3 MILES SOUTH OF CARMEL AT GARRAPATA CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/12/2021) |
Sample Information
| Sample Taken Date | 03/07/2022 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/01/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 concrete cylinders | The quantity of what the sample constitutes | 6 Cylinders |
| From where was the sample collected | Other | First name of sampler or witnessed by | Spencer |
| Last name of sampler or witnessed by | Adams | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Concrete Lab | |
| Transportation Laboratory (TL) Number | C683295 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | SikaTop 111 Modified |
|---|---|---|---|
| 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 | Mixer | Where the material sample would have been placed if not sampled | |
| From Lot No. | 03012107 | Bag Lot No. | 03012107 |
Test Details
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DIME Sample ID: 2022-03-07-30
DIME Test ID: 2022-03-07-30-2
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: 2022-04-06
Test Results
Number of Specimens: 3
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 04/04/2022
Predicted Compressive Strength (specimen 1): 6720 psi
Predicted Compressive Strength (specimen 2): 6720 psi
Predicted Compressive Strength (specimen 3): 6720 psi
Diameter (specimen 1): 4.03 in
Diameter (specimen 2): 4.03 in
Diameter (specimen 3): 4.03 in
Length (specimen 1): 8.00 in
Length (specimen 2): 8.00 in
Length (specimen 3): 8.00 in
Cross sectional area specimen 1: 12.7556 in^2
Cross-sectional Area (specimen 2): 12.7556 in^2
Cross-sectional Area (specimen 3): 12.7556 in^2
Age (specimen 1): 28 days
Age (specimen 2): 28 days
Age (specimen 3): 28 days
Static Modulus of Elasticity (specimen 1): 5.15 msi
Static Modulus of Elasticity (specimen 2): 5.74 msi
Static Modulus of Elasticity (specimen 3): 5.26 msi
Average Static Modulus of Elasticity: 5.3833 msi
Curing and environmental histories: Type 1 100% Humidity Room Cure
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.