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HomeMy WebLinkAbout10-039 Daily Field Report 98 REINFORCING OBSERVATION KOECHLEIN CONSULTING ENGINEERS, INC. Geotechnical and Materials Engineers Lakewood—(303)989-1223 Grand Junction—(970)241-7700 To: Town of Vail Job No. 10-039 Date: 5/26/11 Tom Kassmel,P.E. Town Engineer Report#: 98 Sheet: 1 of 1 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain ❑ Snow Temp: 60°F± Reinforcing Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-grade, etc.): Rooftop chimney Location of Observations: Gridlines A.0-B.0/7.0-8.0 Sheet or Plan Number: A 102, RFIs Meets Project Spec. Rooftop chiinney Rebar: Gridlines A.0-B.0/7.0-8.0 yes no Barrier: Size: 2 layers Spacing: Weather resistive against walls � ❑ Galvanized wire: Size: 2"�" Spacing: On weather resistive barrier � ❑ Metal studs(nails): Size: 1'-4" o.c. Spacing: Attaching the galvanized wire � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Rebar: Gridlines yes no Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing noted in this yes no Daily Field Report has been properly placed and has met project specifications. � ❑ Don Sneed William H. Koechlein,P.E. Field Observer Reviewed By