HomeMy WebLinkAbout10-039 Daily Field Report 44C (Revised 11-1-10) 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: 10/21/10
Tom Kassmel,P.E. Revised Date: ll/1/10
Town Engineer Report#: 44C Sheet: 3 of 5
Department of Public Works/Transportation
1309 Elkhorn Drive
Vail,Colorado 81657
Project: Lionshead Transit Center,Vail, Colorado
Weather: ❑ Sunny � Cloudy ❑ Rain ❑ Snow Temp: 63°F±
Reinforcing Steel (Rebar) Observations:
Type of Structure: (Wall, Grade Beam, Footin�, Slab-on-�rade, etc.): Grade Beams
Location of Observations: Level 2 Upper Landing, Southwest Corner of Parking Structure
Sheet or Plan Number: 12/5213 and 9/5215
Meets Project Spec.
Grade Beam Rebal': Level 2 Upper Landing,Southwest Corner of Parking Structure yeS n0
Horizontal: Size: 6 - #8 Spacing: Top and bottom continuous � ❑
Horizontal: Size: 2 - #4 Spacing: Each side � ❑
Stirrups: Size: #3 Spacing: 0'-5" o.c. � ❑
Standard hook: Size: #4 Spacing: 1'-0" o.c. � ❑
Size: Spacing: ❑ ❑
Size: Spacing: ❑ ❑
Size: Spacing: ❑ ❑
Splices:(yes/no) no Length: � ❑
Meets Project Spec.
Grade Beam Rebal': Level 2 Upper Landing,Southwest Corner of Parking Structure yeS n0
Horizontal: Size: 4 - #8#� Spacing: Top and bottom � �-
Dowels: Size: 2 rows 3 - Spacing: 0'-4" o.c. � ❑
#5
Horizontal: Size: 2 - #4 Spacing: Each side � ❑
Size: Spacing: ❑ ❑
Size: Spacing: ❑ ❑
Size: Spacing: ❑ ❑
Size: Spacing: ❑ ❑
Splices:(yes/no) no Length: � ❑
Discrepancies/Remarks: Field engineer reviewed original field report dated 10/21/10 and corrected yes no
the size of the reinforcing for the grade beams. Based on our observations, it is our opinion that the � �
reinforcing steel (rebar) noted in this Daily Field Report has been properly placed and has met project
specifications.
Mike Brath Scott B. Myers, P.E.
Field Observer Reviewed By