Eddy Ave. over Roanoke River 100% Drawings.pdf

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