500 LAUREL DR 2016-01-01 MF Import

Final Monitoring REport Page 2 00-2267-1 Hoban Residence Addition, Everett February 23, 2002 minute and the penetration aciiieved du� ing that period being recorded. Providing the penetration was less than one inch the pile was considered acceptable. If the penetration was greater than one inch, pile d�ving was continued until the refusal criterion was met. Based on the results of uur proof test monitorin� these pin-piles all achieved less than one half inch of penetration. Thus, all of the installed pin-piles are considered to be acceptable, and each is capable of developing in excess of four thousand (4,000) pounds in allowable load bearing capacity. This meets, or exceeds, the original project specifications. For informational purposes we have provided the results of the pronf testing program in Table A, attached. Additionally, the identification numbers and approximate pin-pile locations are shown on the attached Field Construction Inspection Reports. We appreciate the opportunity to have been of additional geotechnical assistance to you on this project and trust that this information is sufficient to complete yc�ur project records. Our work on this foundation construction phase of the project was performed, and our opinions were d�rived, in a manner consistent with that level of skill, care and competence ordinarily exercised by other members of the profession in good standing currently practicing under similar conditions in this area only. No other warranty, express or implied, is made. If you have any questions, or if we can be of any further assistance, please call. Very Truly yours, CREATIVE ENGINEERING OPTIONS, INC. Glen Mann, P.E. President Attachments: Field Construction Inspection Reports (2) Table A; Pin-Pile Proof Test Data grtVHoban Flnal Piling Monitoring RepoNebB4