HomeMy WebLinkAbout10-039 Daily Field Report 97 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: 5/12/11
Tom Kassmel,P.E.
Town Engineer Report#: 97 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: 36°F±
Reinforcing Steel (Rebar) Observations:
Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): ECO Walkway Bridge
Location of Observations: Gridlines E A to C/2.1-2.7
Sheet or Plan Number: 10/S 121 and 4/5210
Meets Project Spec.
ECO Walkway Bridge Rebar: Gridlines E A to C/2.1-2.7 yes no
Bottom dowels: Size: #4 (north Spacing: � ❑
end) 0'-7" o.c. drilled and epoxied
Top and bottom: Size: #6 Spacing: 1'-0" o.c. each way � ❑
Middle: Size: 1 - #4 Spacing: Transverse at both sides � ❑
Galvanized embed: Size: 6 - #6 Spacing: Continuous with studs at south end � ❑
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: ❑ ❑
Splices:(yes/no) Length: ❑ ❑
Discrepancies/Remarks: Based on our observations, it is our opinion that the reinforcing steel (rebar) yes no
noted in this Daily Field Report has been properly placed and has met project specifications. � ❑
Don Sneed William H. Koechlein,P.E.
Field Observer Reviewed By