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 |
---|---|---|---|
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 | 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 |
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
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 in
Diameter (specimen 2): 4 in
Diameter (specimen 3): 4 in
Length (specimen 1): 8 in
Length (specimen 2): 8 in
Length (specimen 3): 8 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 ✔