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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-2-9 . . / I~r"~~ ~I .l Page 1 of 1 II~' II/let:' 11~':l :lllIlt IIW!I Geotechnical & Construction Services Daily Field Report Client: Ms. Kristen Karle Project: The Royal Building Date: 02-09-07 St. Vincent de Paul 501 Main Street Project No,: 2067145 P.O. Box 24608 Springfield, Oregon Report No.: E-15440 Eugene, Oregon 97402 Inspector: M. Meyer 10 No,: 0877905-84 ICC Inspection of: Masonry Weather: Partly Cloudy Continuous Inspection: 0 Contractor: Meili Construction BP No.: COM2006-00624 Periodic Inspection: Ii! Performed inspection on the reinforcing steel for 8" CMU walls on line 1, from B to F, on 2, from A to B, on A, from 2 to 3, on B, from 1 to 2, column wrap at A1 (7'8" to 11'8"); south and west sides of column at A6 (3'8" to 7'8"). Reinforcing steel was checked for grade, size, lap, placement and clearance. Cells were relatively clean and free of excessive mortar projections. Observed the placement of 3.5 cu.lyds. of MBI 7 1/2 sack grout (Mix 712-G). Grout was placed by pump and was mechanically consolidated. Grout slump 9+"; grout temperature 62F; air temperature 51 F. ~ To the best of our knowledge, the work inspected was in accordance with plans dated 06-29-06, revision dated 08-30-06 and applicable workmanship provisions of the I.B.C., except if noted above. Cory Reiling (Haps Masonry) was asked to notify our office when additional services are needed, and to construct another set of prisms for compressive strength testing. Reviewed By: !!:a'e~'!;:- 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 RECEIVED FEB 1 5 7007 This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part thereof be disclosed without FEI Testing & Inspection, Inc.os written authorization. 7ffJ rwv Cornell Avenue' Cavalis, Oregon 97330, phone (541 ) 757-4698, fax (541) 757-2991 29540 BAirpatRoad. Eugene, Oregon 97402, phone (541)684-3849 . fax (541) 684-3851