HomeMy WebLinkAbout10-039 Daily Field Report 48B (Revised 12-15-10) 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: 10/29/10
Tom Kassmel,P.E. Revised Date: 12/15/10
Town Engineer Report#: 48B Sheet: 2 of 2
Department of Public Works/Transportation
1309 Elkhorn Drive
Vail,Colorado 81657
Project: Lionshead Transit Center,Vail, Colorado
Weather: ❑ Sunny ❑ Cloudy ❑ Rain ❑ Snow Temp: 34°F± in parking structure
Reinforcing Steel (Rebar) Observations:
Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): Stair Tower Slabs
Location of Observations: Gridlines E A.3/E-8.7 to E-19 and E-A.3/E-1 to E-1.4 (NW)
Sheet or Plan Number: 5203 and 5204
Meets Project Spec.
Stair Tower Slabs Rebar: Gridlines E-A3/&8.7 to E-19 and E-A.3/E-1 to E-1.4 yes no
Bottom: Size: #5 Spacing: ]'-6" o.c., each way � ❑
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Splices:(yes/no) yes Length: l'-3.5" ❑ ❑
Meets Project Spec.
Rebar: yes no
Size: Spacing: ❑ ❑
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Splices:(yes/no) Length: ❑ ❑
Discrepancies/Remarks: As per the email sent by Eric Sobel, P.E., in response to Chadd Nelson's yes no
email of November 2, 2010, 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