Summary for Test 2023-05-31-34-6
Test performed: ASTM C469-14Project Information
Project Identifiers | Project ID: 994851 DEA: 034J5004 EFIS: 0323000177 |
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DIST-CO-RTE-PM | 03-SAC-51-0.24/0.24 |
Award Date | 05/08/2023 |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/31/2023) |
Sample Information
Sample Taken Date | 05/31/2023 | Sample Unique Key | 34 |
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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 | 05/31/2023 |
Sample type | Per Request | A brief description of the sample | 4x6 Concrete Cores |
The quantity of what the sample constitutes | 3 Concrete Cores | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Mullins |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Fort Sutter Viaduct |
Material Information
Material Type | Concrete Core | Detail description | Concrete |
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Structure names | Fort Sutter Viaduct | Type of material | Concrete |
Test Details
DIME Sample ID: 2023-05-31-34
DIME Test ID: 2023-05-31-34-6
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: 2023-06-06
Test Results
Number of Specimens: 2
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 06/05/2023
Predicted Compressive Strength (specimen 1): 4937 psi
Predicted Compressive Strength (specimen 2): 4937 psi
Diameter (specimen 1): 4.08 in
Diameter (specimen 2): 4.08 in
Length (specimen 1): 5.57 in
Length (specimen 2): 5.57 in
Cross sectional area specimen 1: 13.0741 in^2
Cross-sectional Area (specimen 2): 13.0741 in^2
Age (specimen 1): 5 days
Age (specimen 2): 5 days
Static Modulus of Elasticity (specimen 1): 11.55 msi
Static Modulus of Elasticity (specimen 2): 11.59 msi
Average Static Modulus of Elasticity: 11.57 msi
Curing and environmental histories: Concrete Core
General comments (publicly viewable) (Max 1000 characters): Core #2
Test was verified on 6/6/2023 ✔