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HomeMy WebLinkAbout10-039 Daily Field Report 25C (Revised 10-18-10) REINFORCING STEEL (REBAR) 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: 9/28/10 Tom Kassmel,P.E. Revised Date: 10/18/10 Town Engineer Report#: 25C Sheet: 3 of 3 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: � Sunny ❑ Cloudy ❑ Rain ❑ Snow Temp: 88°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): Spread Footing and Columns Location of Observations: Gridlines E E.0 to �E.S/E-1.0 and�1.5 to E-3.0/E-A Sheet or Plan Number: 4/5311, 6/5210 and 12/5210 Meets Project Spec. Spread Footing Rebar: Gridlines E E.0 to E-E.5/E-1.0 yes no Drilled Dowels: Size: #4 Spacing: 1'-0" o.c. � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Meets Project Spec. Columns Rebar: Gridlines E l.5 to E-3.0/E-A yes no Vertical: Size: 8 - #5 Spacing: Evenly spaced � �- Ties: Size: #4 Spacing: 1'-0" o.c. � � Dowels: Size: 2 - #4 Spacing: Into existing precast beam � � Dowels: Size: #8 Spacing: Match verticals � �- Diagonal hooks Size: #4 Spacing: 1'-0" o.c. � �- Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no noted 'm this Daily Field Report has been properly placed and has met project specifications. � � Mike Brath Scott B. Myers, P.E. Field Observer Reviewed By