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HomeMy WebLinkAbout10-039 Daily Field Reports 95 96 MASONRY 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: 5/5/11 Tom Kassmel,P.E. Town Engineer Report#: 95 Sheet: 1 of 1 Deparrinent of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: � Sunny ❑ Cloudy ❑ Rain ❑ Snow Temp: 46°F± Masonry Observations: Gridline Location(Height): Gridlines C.2/6.0-8.0, A.0-C.0/8.0, A.0/6.1-8.0 (8'-0") Block Size: 8"x8"x16" Meets Project Spec. yes no Block Cells Cleaned(yes/no): Yes � ❑ All Cells with Rebar Grouted(yes/no): Yes � ❑ All Cells without Rebar Grouted(yes/no): Yes � ❑ Rebar Installed in Cells: Qty/Size: 1 /#5 Spacing: 2'-0" o.c. � ❑ Rebar Installed in Cells: Qty/Size: Spacing: ❑ ❑ Horizontal Joint Reinforcement Type: Dur-o-wall Spacing: 1'-4" o.c. � ❑ Bond Beam Installed(yes/no): Yes � ❑ Rebar Installed in Bond Beam: Qty/Size: 2 /#5 Spacing: Continuous � ❑ Rebar Installed in Bond Beam: Qty/Size: 2 /#5 Spacing: Corner bars � ❑ Gridline Location(Height): Block Size: Meets Project Spec. yes no Block Cells Cleaned(yes/no): ❑ ❑ All Cells with Rebar Grouted(yes/no): ❑ ❑ All Cells without Rebar Grouted(yes/no): ❑ ❑ Rebar Installed in Cells: Qty/Size: Spacing: ❑ ❑ Rebar Installed in Cells: Qty/Size: Spacing: ❑ ❑ Horizontal Joint Reinforcement: Type: Spacing: ❑ ❑ Bond Beam Installed(yes/no): ❑ ❑ Rebar Installed in Bond Beam: Qty/Size: Spacing: ❑ ❑ Rebar Installed in Bond Beam: Qty/Size: Spacing: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the masonry reinforcing steel yes no (rebar) observed during this site visit has been properly placed and has met project specifications. � ❑ Don Sneed William H. Koechlein,P.E. Field Observer Reviewed By MASONRY 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: 5/6/11 Tom Kassmel,P.E. Town Engineer Report#: 96 Sheet: 1 of 1 Deparrinent of Public Works/Transportation 1309 Elkhorn Drive Vail,Colorado 81657 Project: Lionshead Transit Center,Vail, Colorado Weather: ❑ Sunny � Cloudy ❑ Rain ❑ Snow Temp: 66°F± Masonry Observations: Gridline Location(Height): ls`Level: B.0-C.0/2.6 and B.0/2.6-3.3 (8'-0"); C.0/1.0-2.0, B.0-C.0/1.0, B.0-C.0/2.0—double walls (8'-4"); A.0-B.0/0.0 and B.0/0.0-1.0 (3'-ll") Block Size: 8"x8"x16" Meets Project Spec. yes no Block Cells Cleaned(yes/no): Yes � ❑ All Cells with Rebar Grouted(yes/no): Yes � ❑ All Cells without Rebar Grouted(yes/no): Yes � ❑ Rebar Installed in Cells: Qty/Size: 1 /#5 Spacing: 2'-0"o.c. and wall ends � ❑ Rebar Installed in Cells: Qty/Size: Spacing: ❑ ❑ Horizontal Joint Reinforcement: Type: Dur-o-wall Spacing: 1'-4" o.c. � ❑ Bond Beam Installed(yes/no): Yes � ❑ Rebar Installed in Bond Beam: Qty/Size: 2 /#5 Spacing. Continuous � ❑ Rebar Installed in Bond Beam: Qty/Size: 2 /#5 Spacing: Corner bars � ❑ Gridline Location(Height): Block Size: Meets Project Spec. yes no Block Cells Cleaned(yes/no): ❑ ❑ All Cells with Rebar Grouted(yes/no): ❑ ❑ All Cells without Rebar Grouted(yes/no): ❑ ❑ Rebar Installed in Cells: Qty/Size: Spacing: ❑ ❑ Rebar Installed in Cells: Qty/Size: Spacing: ❑ ❑ Horizontal Joint Reinforcement: Type: Spacing: ❑ ❑ Bond Beam Installed(yes/no): ❑ ❑ Rebar Installed in Bond Beam: Qty/Size: Spacing: ❑ ❑ Rebar Installed in Bond Beam: Qty/Size: Spacing: ❑ ❑ Discrepancies/Remarks: Based on our observations, it is our opinion that the masonry reinforcing steel yes no (rebar) observed during this site visit has been properly placed and has met project specifications. � ❑ Don Sneed William H. Koechlein,P.E. Field Observer Reviewed By