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Addendum 4 Page 5 <br />CITY OF EVERETT ⋅ 3200 Cedar Street ⋅ Everett, WA 98201 ⋅ (425) 257-8800 ⋅ Fax (425) 257-8882 <br /> <br />Q7 - Please confirm micropile loading is axial only and no lateral or bending loading will <br />be considered. <br />See Attachment O, Question 141. <br />Q8 - The project specifications state that total vertical movement should be less than ½” <br />at 1.0DL. Micropiles may deflect 1-inch or more when load testing to 1.0DL. Please <br />confirm this is acceptable. <br />See Attachment O, Question 142. <br />Q9 - Please confirm that all micropile load testing can be performed in tension to the <br />maximum design load per pile. <br />A minimum of one compression test is required for proof testing per <br />Specification Section 31 63 33 3.03.B.2. <br />Q10 - Please confirm Gr150 threadbar can be used for micropile threadbar. <br />See Attachment O, Question 143. <br />Q11 - Please confirm mill secondary micropile casing can be used for micropile casing. <br />See Attachment O, Question 144. <br />Q12 - Please confirm Type 1L cement can be used to prepare micropile neat cement <br />grout due to local availability. <br />See Attachment O, Question 145. <br />Q13 - Standard detail for Manhole Pile Supports C82001P calls out 9-micropiles while <br />the table on Sheet S-00-0005 only lists 8-micropiles at CSMH-15-01 and CSMH-15-02 <br />each. <br />See Attachment O, Question 146. <br />Q14 - Plans refer the August 2024 geo report while there is an updated report provided <br />from May 2025. Confirming the May 2025 report shall be used for all micropile design? <br />See Specifications, Plans, and Contract Documents updates Items 4, 6, and 7 <br />above. <br />Q15 - Does all the design information from the project’s July 2025 RFP (including all <br />Q&A and Addenda 1-8) apply to this current re-bid? <br />Questions from the July 2025 bid period have been provided for reference in new <br />Attachment O. See Specifications, Plans, and Contract Documents updates Item <br />10 above.