Summary for Test 2020-10-28-3-6
Test performed: ASTM C469-14Project Information
Project Identifiers | Project ID: 213568 DEA: 034H6904 EFIS: 0319000026 |
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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 |
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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 | 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
DIME Sample ID: 2020-10-28-3
DIME Test ID: 2020-10-28-3-6
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: 2020-11-25
Test Results
Number of Specimens: 3
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 11/25/2020
Predicted Compressive Strength (specimen 1): 5110 psi
Predicted Compressive Strength (specimen 2): 5110 psi
Predicted Compressive Strength (specimen 3): 5110 psi
Diameter (specimen 1): 5.98 in
Diameter (specimen 2): 5.99 in
Diameter (specimen 3): 5.98 in
Length (specimen 1): 12.24 in
Length (specimen 2): 12.09 in
Length (specimen 3): 12.08 in
Cross sectional area specimen 1: 28.0862 in^2
Cross-sectional Area (specimen 2): 28.1802 in^2
Cross-sectional Area (specimen 3): 28.0862 in^2
Age (specimen 1): 28 days
Age (specimen 2): 28 days
Age (specimen 3): 28 days
Static Modulus of Elasticity (specimen 1): 2.2 msi
Static Modulus of Elasticity (specimen 2): 2.07 msi
Static Modulus of Elasticity (specimen 3): 2.18 msi
Average Static Modulus of Elasticity: 2.15 msi
Curing and environmental histories: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/25/2020 ✔