Summary for Test 2022-01-04-9-2
Test performed: ASTM C469-14Project Information
| Project Identifiers | Project ID: 215492 DEA: 051K7004 EFIS: 0518000231 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-64.4 |
| Award Date | 04/05/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | TREAT EXISTING STRUCTURE WITH ELECTROCHEMICAL CHLORIDE EXTRACTION. |
| Location Description | MONTEREY COUNTY NEAR CARMEL-BY-THE SEA AT GRANITE CANYON BRIDGE |
| QA Service Level | 1 (Verified on 03/12/2021) |
Sample Information
| Sample Taken Date | 01/04/2022 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/04/2022 | 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 | MREAS |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Concrete Lab | |
| Transportation Laboratory (TL) Number | 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 123 |
|---|---|---|---|
| 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. | Bag Lot No. |
Test Details
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DIME Sample ID: 2022-01-04-9
DIME Test ID: 2022-01-04-9-2
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: 2022-02-02
Test Results
Number of Specimens: 3
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 02/01/2022
Predicted Compressive Strength (specimen 1): 7140 psi
Predicted Compressive Strength (specimen 2): 7140 psi
Predicted Compressive Strength (specimen 3): 7140 psi
Diameter (specimen 1): 4.00 in
Diameter (specimen 2): 4.00 in
Diameter (specimen 3): 4.00 in
Length (specimen 1): 8.00 in
Length (specimen 2): 8.00 in
Length (specimen 3): 8.00 in
Cross sectional area specimen 1: 12.5664 in^2
Cross-sectional Area (specimen 2): 12.5664 in^2
Cross-sectional Area (specimen 3): 12.5664 in^2
Age (specimen 1): 28 days
Age (specimen 2): 28 days
Age (specimen 3): 28 days
Static Modulus of Elasticity (specimen 1): 2.35 msi
Static Modulus of Elasticity (specimen 2): 2.3 msi
Static Modulus of Elasticity (specimen 3): 2.26 msi
Average Static Modulus of Elasticity: 2.3033 msi
Curing and environmental histories: Type 1 100% Humidity Room Cure
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/2/2022 ✔