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� <br /> Tower Analysis RepoA July 20, 2012 <br /> Carrier Site Number WA348 3 <br /> 2 Data Provided and Assumptions <br /> Data—The following data was used to model and analyze the tower. <br /> Data Document Author Date ID# <br /> Tower Structure and Structural Calculations Peterson Strehle 9/1/06 C06099 <br /> loadin Martinson, Inc. <br /> Soils Avera e Soils assumed RUS Bulletin 7724E-200 — <br /> Assumptions—The following assumptions were made in order to complete the analysis of the structure. All <br /> assumptions MUST be checked. If any assumption is found to be inaccurate Nickerson Engineering shall be <br /> immediately notified so that the appropriate changes can be made to this repoR. <br /> Assumptions are as follow: <br /> 1. The tower was constructed as specified in the previous structural analysis report. <br /> 2. The tower is in good condition with no deterioration, rot, or other damage which could cause a reduced <br /> capacity. <br /> 3. The tower has been properly maintained in accordance with TIA standards. <br /> 4. The tower has not been modified in any way. <br /> 5. "Average Soils" are described as being one of the following:firm clay, firm sand and gravel, compact <br /> sandy loam. <br /> 3 Conclusion <br /> To the best of our knowledge and belief,the wood pole with the proposed loading as listed in section 1 is in <br /> salisfactory compliance with the requirements of the specifica[ions, codes and agencies having jurisdiction over <br /> the work. <br /> Nickerson Engineering • 19710 63" LN NE, Kenmore, WA 58028 • 206.679.4164 <br /> ( �/�o� <br /> � / <br />