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  • Pda Test Request Form

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Office of Geotechnical Support Foundation Testing and Instrumentation Branch Attn: Thomas Song Please submit request to: Fax (916) 2271083 Tel (916) 2271000 Email FTI.test.requests dot.ca.govPDA Test.

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How to fill out the PDA Test Request Form online

Filling out the PDA Test Request Form online can streamline your submission process and ensure that you provide all necessary information accurately. This guide will walk you through each section and field of the form, helping you navigate the online submission system with ease.

Follow the steps to complete the PDA Test Request Form online.

  1. Click ‘Get Form’ button to access the PDA Test Request Form and load it in your online form editor.
  2. Enter the project name in the designated field. This should reflect the official title of the project for which you are requesting testing.
  3. Fill out the structure representative's name in the 'Structure Rep' section. This identifies the individual responsible for the project.
  4. Input the district, county, route, and project mile marker in the 'Dist/Co/Rte/PM' field. Accurate geographic identification is crucial.
  5. Provide your office phone number in the 'Office Phone#' field, ensuring it is a direct line to the project contact.
  6. Enter the EA/EFIS number and activity code as required; these codes help track the activity related to the project.
  7. Include your fax number in the 'Fax#' field if applicable, and provide your cell phone number in the 'Cell Phone#' section for immediate contact.
  8. Specify the bridge or structure number, ensuring that you provide the correct identification for the testing location.
  9. Indicate the field inspector's name responsible for overseeing the testing process in the 'Field Inspector' field.
  10. Enter the date of the request to document when the submission is being made.
  11. Complete the support location details, specifying the abutment or bent number for clarity in the testing area.
  12. List the pile numbers, diameter, and length for each pile being tested, ensuring all specifications are accurate.
  13. Indicate the date the piles will be ready for testing. This is crucial for scheduling purposes.
  14. Provide both estimated and actual dates in the status sections for any related milestones.
  15. Confirm whether the PDA bolt holes have been installed by selecting 'Yes' or 'No.' This information is vital for testing preparation.
  16. Utilize the 'Additional Comment/Information' section to include any other relevant details that may assist in the testing process.
  17. Review your entries for accuracy, ensuring that all required fields are filled out correctly.
  18. Once completed, you can choose to save changes to the form, download a copy, print it, or share it as necessary.

Begin completing your PDA Test Request Form online today for a streamlined testing process.

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TEST PROCEDURE The attached gages are connected to a Pile Driving Analyzer (PDA) either wirelessly or by a main cable. With each hammer impact, the PDA processes the strain and acceleration measurements in real time, providing both graphical data displays and numerical results.

TEST PROCEDURE The attached gages are connected to a Pile Driving Analyzer (PDA) either wirelessly or by a main cable. With each hammer impact, the PDA processes the strain and acceleration measurements in real time, providing both graphical data displays and numerical results.

The Pile Driving Analyzer® (PDA) system is the most widely employed system for Dynamic Load Testing and Pile Driving Monitoring in the world. High Strain Dynamic Load Tests, also called PDA tests, assess the capacity of several piles in a single day.

Pile Foundation Design and Testing Static Pile Load Testing. High Strain Dynamic Pile Load (PDA) Testing. Crosshole Sonic Logging (CSL) - Pile Integrity Testing. Thermal Integrity Profiling (TIP) - Pile Integrity Testing. Low Strain Pile Integrity Testing (PIT) Downhole Pile Image Inspection Services.

Static load testing, where the pile is loaded gradually via a load cell from either reaction piles, kentledge or surface footings. This method of testing is generally considered the most reliable method of testing piles and most closely resembles the working loading conditions on the piles.

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