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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-1-29 . . / ()fEl Page 1 of 1 11~'lllltl;'U.'~:'III'I1W!1 Geotechnical & Construction Services Daily Field Report Client: Ms. Kristen Karle Project: The Royal Building Date: 01-29-07 St. Vince'nt de Paui 501 Main Street Project No.: 2067145 P.O. Box 24608 Springfield, Oregon Report No.: E15228 Eugene, Oregon 97402 Inspector: M. Meyer 10 No.: 0877905-84 ICC Inspection of: Masonry Weather: Clear Continuous Inspection: 0 Contractor: Meili Construction BP No.: COM2006-00624 Periodic Inspection: Ii! Performed inspection on the reinforcing steel in the 8" CMU walls on lines 1 and 6, from line F to G and on G, from 1 to 6 (8'8" to 12'0"). Reinforcing steel was checked for grade, size, lap, spacing, quantity and clearances, where applicable. Note: detail 7/56.1 specifies two (2) #5 verticals with hooks in end cell under I-beam lintel and two (2) #5 verticals in next cell to be full height of wall near 1F and 6F. Rebar was not installed as shown in detail. Curt Dawson (Meili Construction) and Erik Kunke.l (Hohbach-Lewin) were advised. Mr. Kunkel to review and follow-up with Mr. Dawson. Cells were relatively clean and free of excessive mortar projections. Observed the placement of 6.5 cu.lyds. of MBI 7.5 sack grout (Mix 712-G). Grout was placed by pump and was mechanically consolidated. Grout slump 9"; grout temperature 58F; air temperature 47F. To the best of our knowledge, the work inspected was in accordance with revised plans dated 08-30-06 and applicable workmanship provisions of the I.B.C., except if noted above. Mr. Dawson was asked to notify our office when additional services are needed. Reviewed By: /JI. -,:,~ Michael L. Mefer Technical Manager c: Meili Construction - Curt Meili (e-mail) Meili Construction - Curt Dawson (e-mail) Bergsund Delaney Architecture & Planning (e-mail) Hohbach-Lewin Structural Engineers (e-mail) City of Springfield MLM:jw This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains 10 the specific process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization. 7f/J rwv Carel Avenue' CavalfIS, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991 29540 BAirpat Road . Eugene, Oregon 97402, phone (541)684-3849 . fax (541)684-3851