Eddy Ave. over Roanoke River 100% Drawings.pdf
PDF 10 MB Posted
- Solicitation number
- 73785
- Issued by
- Scott County, Salem City, Virginia
About this file
The document provided is the 100% drawings for the Eddy Avenue over Roanoke River bridge repair project, which is part of the ITB # 2025-001 Proposed Bridge Repairs on Eddy Avenue over Roanoke River contract opportunity. This contract is being issued by the City of Salem, Virginia, located in Roanoke County. The project involves the proposed repairs to the bridge on Eddy Avenue over the Roanoke River, as specified in the drawings prepared by Schwartz & Associates, Inc. The document does not provide details on quantities, response dates, award dates, contract terms, or renewal options.
The pricing terms, set asides, incumbents, funding requirements and sources, and other salient financial information are not included in this document. This appears to be the technical drawings and specifications for the proposed bridge repair project, rather than the full solicitation package.
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Text version
Date Plan No. Sheet No.
Designed:
Drawn:
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
Elastomeric bearings shall be molded as a single unit.
1'-2"
1'-4"
1'-5"
1'-5"
1'-6"
1'-10"
2'-2"
2'-4"
2'-4"
Type
Beam
CB
ABUTMENT ELEVATION
A
A
A
L bearing
5"
2" 3"
WASHER WI
DD
SECTION D-D
LAMINATED ELASTOMERIC BEARING
L n2 shims n1 interior layers
H
H
H H
L
„" typ.
r c r c r iH s
•" PL1‹" o hole
C
Span
Abut.
Pier
A
W
L
H n1 @ H n2 @ H
H rc ri s
Laminated Elastomeric Bearing
All dimensions in table are in inches.
Grade
(kips)
Total Load series pcbt- 2'-8" 1'-7"
12"
CC
WI
SECTION A-A
5‚" 5‚" B
CC
bearing elastomeric
Laminated
B bearing elastomeric
Laminated
W
W
W
W
Insert PL Insert PL area. For insert plate details, see sheet __.
BBD-8
BEARING DETAILS
PRESTRESSED BEAM
Not to scale
B B
D
Insert plate shall provide uniform bearing over its entire contact
Bevel sole plates to grade shown in table. Minimum ƒ" thickness.
W
W
Centerline of beam
For steel dowel and closure diaphragm details, see sheet __.
Type
Bearing
(L + 2") x (B + 10•")
Sole PL be galvanized.
Sole plates, insert plates, anchor bolts, nuts and washers shall typ.
o/ o/
ANCHOR BOLT SLEEVE
plate
‚" closure •" typ.
< 3 x anchor bolt
> 2 x anchor bolt
Standard steel pipe done with an indelible ink or flexible paint of contrasting color.
elastomeric bearing prior to shipping. The markings shall be marked on the top, bottom and side surfaces of the laminated
Centerline of beam (including center line and text) shall be sleeve typ.
Anchor bolt of beam
Centerline one PL washer WI each bolt.
One hex nut and bolts set 12" min. in sleeve.
1‚" o swedged anchor of beam
Centerline
2‚" typ. Centerline of beam o
SECTION C-CSECTION B-B
bearing elastomeric
Laminated min.
R = 3" m in seat
Top of with epoxy and cover top of seat
Cut ‚" below threaded 1"
1" pump pipe o/ anchoring system epoxy-resin and sand
Fill with approved
Orient pump pipe away from bearing anchor bolt swedged1‚" own risk and expense.
locations and cast the anchor bolts directly into concrete at their
The Contractor may elect not to provide anchor bolt sleeves at any
Standard steel pipe - ASTM A53 grade B
Shim - AStm A36 or A1011 mild steel
Material: Elastomer - 50 durometer hardness
Notes:
MBH
MBH
RWS
A
A exp exp
1.9800
1.9800
1.9800
1.9800
0.25
0.25
3 @ 0.36
3 @ 0.36
4 @ 0.100
+1.92
Girder
1 & 4
2 & 3
B
B exp exp
1.9800
1.9800
1.9800
1.9800
0.25
0.25
3 @ 0.36
3 @ 0.36
1 & 4
2 & 3
-1.92
Date Plan No. Sheet No.
Designed:
Drawn:
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
Lynchburg, VA
7331 Timberlake Road
Schwartz and Assoc.
b b d .d g n
6/1/2021
+1.92
-1.92
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