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UTU Insurance Association 24950 Country Club Blvd., Suite 340 North Olmsted, Ohio 440705333 Phone 2162289400 Fax: (216) 2280411 www.utuia.org LOST POLICY AFFIDAVIT For duplicate policies to be issued,.

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This guide will help you complete the Utuia Lost Policy Affidavit effectively. By following these steps, you will ensure that your request for a duplicate policy is submitted correctly.

Follow the steps to complete the Utuia Lost Policy Affidavit online.

  1. Click ‘Get Form’ button to obtain the form and open it in the editor.
  2. In the first section, provide the name of the owner of the policy. Enter the full name in the designated field.
  3. Next, enter the Social Security number of the owner in the corresponding area. Ensure this is accurate to avoid delays.
  4. Proceed to fill in the name of the insured individual in the appropriate space provided.
  5. Enter the Social Security number of the insured person in the designated field.
  6. In the following section, input the policy number(s) that you wish to have duplicated in the specified area.
  7. Certify the loss by confirming that the policy(ies) have been lost, stolen, or destroyed by filling out the statement provided.
  8. Sign and date the form. The owner must provide their signature in the designated area.
  9. Complete the address section with your street address, city, state, and zip code.
  10. If applicable, have the co-owner sign the form in the designated space.
  11. Provide a contact telephone number in the specified field.
  12. Finally, review all entries for accuracy. Once confirmed, you can submit the form for approval.
  13. Save your changes, download, print, or share the form as necessary.

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This technique involves construction of loadbearing columns made from gravel or crushed stones with a vibrator to reinforce all soils in the treatment zone and densify surrounding granular soils.

Column filler materials normally consist of stone aggregates between 20 to 75 mm, gravel and sand are compacted into a vertical hole generally of 0.6 to 1.0 meter in diameter and 15 to 20 meters deep.

Stone columns are considered one of methods used to reduce the settlement of soft clay soil, and helps to speed up the rate of consolidation by shorting the length of drainage path within the soft clay layers, and then decrease the relative displacement between the pile and the surrounding soft soils.

The area replacement ratio ( ) is the ratio between the area of the columns and the loaded area, i.e. footing area in this case. For the reference case, the footing diameter, , is 2.5 m and the column diameter ( =1.37 m) was chosen to give an area replacement ratio of = 30%.

The area replacement ratio may also be expressed as follows: as = 0.907 (D/S)2 where the constant 0.907 is a function of the pattern used which, in this case, is the commonly employed equilateral triangular pattern. The value of n generally lies between 2.5 and 5 at the ground surface.

The addition of the stone column can reduced the increasing of excess pore water pressure up to 40%. The variation in the spacing of stone column shows that the spacing of 1.5 m is the most effective option to achieve the maximum reduction of the increasing pore water pressure.

How are stone columns constructed? Stone columns are constructed by experienced contractors using specialist equipment. The construction uses an excavator with a vibrating probe to feed stone into the ground, forming a vertical column of stone.

The key parameters relevant to the design of floating stone columns include the area replacement ratio, the friction angle of the column material, the loading intensity, and the post-installation earth pressure.

Stone columns are vertically positioned piles of compacted, gravel-sized stone particles used to enhance the performance of soft or loose soils. The stone can be compacted using impact techniques, such as vibroflots, impact compactors, falling weights, and so on.

Basic principle of stone columns rigid inclusions Stone columns also known as aggregate piers are well suited for the improvement of soft or loose soils as they create vertical inclusions with high stiffness, shear strength and draining characteristics.

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