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HomeMy WebLinkAbout10-039 Daily Field Report 85C (Revised 1-10-11) 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: 12/27/10 Tom Kassmel,P.E. Revised Date: 1/10/11 Town Engineer Report#: 85C Sheet: 3 of 4 Department of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain ❑ Snow Temp: 31°F± Reinforcing Steel (Rebar) Observations: Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): ECO Building: Interior Slab-on-grade and Typical Slab-on-grade Sump Pit Location of Observations: Gridlines A.0-C.0/6.1-8.0 and A.2/6.4 Sheet or Plan Number: S 101, 1/5316 typical, S 100, and 7/5316 Meets Project Spec. Interior Slab-on-grade Rebar: Gridlines A.0-C.0/6.1-8.0 yes no Bottom: Size: #4 Spacing: 1'-4"o.c. each way � ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) yes Length: 2'-4.25" � ❑ Meets Project Spec. Typical Slab-on-grade Sump Pit Rebar: Gridlines A.2/6.4 yes no Vertical sides: Size: #4 Spacing: 1'-0" o.c. � ❑ Horizontal sides: Size: #4 Spacing: 1'-0" o.c. � ❑ Bottom: Size: #4 Spacing: Each way,was omitted � � Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Size: Spacing: ❑ ❑ Splices:(yes/no) no Length: ❑ ❑ Discrepancies/Remarks: Based on our observations and RFI#122 dated 1/3/11, it is our opinion that yes no the reinforcing steel (rebar) noted in this Daily Field Report has been properly placed and has met � � project specifications. Don Sneed Scott B. Myers, P.E. Field Observer Reviewed By