city of richmond, virginia · 2018. 4. 2. · revisions no. date comments richmond, virginia...

REVISIONS

NO. DATE COMMENTS

RICHMOND, VIRGINIA

DEPARTMENT OF PUBLIC WORKS

SHEET

1000 2000' 4000'

GRAPHIC SCALE1" = 1000'

LOCATION MAP

ENGINEERING & TECHNICAL SERVICES


CITY OF RICHMOND, VIRGINIA

R

Whitman, Requardt & Associates, LLP9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235

CITY of RICHMOND

0 500' 1000'

DRAWING NO: O-28832

1000 0 500' 2000' 4000'

GRAPHIC SCALE1" = 1000'

1000'

LOCATION

PROJECT

LOCATION MAP

INDEX OF SHEETS

SHEET TITLE SHEET NO.

PROPOSED BRIDGE JOINT REPAIRSN. BOULEVARD OVER RAILROAD

JOINT RECONSTRUCTION AT CANTILEVER JOINT DETAILS

JOINT RECONSTRUCTION AT PIER 3 DETAILS

TRANSVERSE SECTION AND JOINT DETAILS

PLAN, GENERAL NOTES AND ESTIMATED QUANTATIES

TITLE SHEET

5

4

3

2

1

1

Copyright

AD

C

The

Map People Permitte

d

Use

Nu

mber 210

02218

FEBRUARY 2018

STRUCTURAL ENGINEER

RICHMOND, VA

WHITMAN REQUARDT & ASSOCIATES

jschlussel

Jeremy Schlussel

GENERAL NOTES:

QuantityUnitsItem

in accordance with current Road and Bridge Specifications.

Denotes items to be paid for on the basis of plan quantities

ESTIMATED QUANTITIES

Maintenance of Traffic

LF

AND ESTIMATED QUANTITES

PLAN, GENERAL NOTES,

LS1

Expansion Joint Reconstruction (HES)

2

134

that of the original As-Built plans.

Orientation and labeling of spans and substructure units follows

work activities or equipment.

Railroad property or break the outer plane of the bridge rail with

All work shall be from above deck. At no time shall Contractor enter

incidental to the repair.

approval and placement and removal of the temporary repair shall be

in time to reopen lane. Temporary repair is subject to Engineer's

in the closure time, the Contractor shall temporarily repair the area

If Contractor removes more material than can be properly repaired

place to ensure that roadway will be reopened.

rapid repair techniques required and contingencies that will be in

reconstruction and joint replacement to relay understanding of

traffic without delay. The Contractor shall submit procedure of

replaced and cured to support traffic in time to reopen lanes to

The contractor shall not remove any more material than can be

attention of the Engineer before proceeding with affected work.

between field conditions and these plans shall be brought to the

plans are available for review at the Richmond DPW. Discrepancies

reference only and may not be based on As-Builts. Original bridge

Existing reinforcing steel shown in section is for Contractor's

existing structures were taken from original "As-Built" drawings.

dimensions before proceeding with the repairs. Dimensions of

existing structures, including the verification of all the existing

The Contractor shall be thoroughly familiar with the plans and the

2011 and latest revisions.

Department of Transportation Work Area Protection Manual, August

This project is to be constructed in accordance with the Virginia

documents.

Specifications and Special Provisions included in the contract

These plans are incomplete unless accompanied by the Supplemental

Bridge Standards, 2016; including all current revisions.

Standards: Virginia Department of Transportation Road and

2014; and VDOT Modifications.

Design: AASHTO LRFD Bridge Design Specifications, 7th Edition,

Bridge Specifications, 2016.

Construction: Virginia Department of Transportation Road and

Specifications:

Capacity: HS20-44 loading and alternate military loading.

63' continuous steel rolled beam cantilever span

64' simple steel rolled beam span

Span layout: 33' - 94' continuous steel rolled beam spans

8'-0" sidewalk. Overall width 68'-0" face-to-face of rails.

Width: 8'-0" sidewalk, 24'-0" roadway, 4'-0" median, 24'-0" roadway,

of the applicable laws.

signatures is illegal. Violators will be prosecuted to the full extent

with Richmond DPW. Any misuse of electronic files, including scanned

The original approved sheet, including original signatures, is on file

M.J.J.

C.R.R.

L.D.C.

Manual.

Operation on a Four-Lane Roadway' of the Virginia Work Area Protection

Close inside lane according to Figure TTC-17.0 'Inside Lane Closure

Manual.

Operation on a Four-Lane Roadway' of the Virginia Work Area Protection

Close outside lane according to Figure TTC-16.0 'Outside Lane Closure

Virginia Work Area Protection Manual.

USDOT Manual of Uniform Traffic Control Devices

current editions of:

Traffic control devices and safety measures shall comply with the most

MAINTENANCE OF TRAFFIC NOTES:

LSMobilization1

DESIGN BY:

DRAWN BY:

CHECKED BY:

REVIEWED BY FIELD NOTES SCALE DATE SHEET DRAWING NO.R

REFERENCES REVISIONS

NOTES Technical Administrative

Surveys Superintendent

Project Engineer

Maintenance Engineer

City Traffic Engineer


Director of Public Works

Transportation / Public Works

Deputy Director for

Capital Project Administrator

RICHMOND, VIRGINIAAS NOTED

the attention of the Engineer.

discrepancies found shall be brought to

or proceeding with affected work. Any

dimensions prior to purchasing materials

Contractor shall field verify all N. BOULEVARD JOINT REHABILITATION

2/15/18 0-28832

STRUCTURAL ENGINEER

RICHMOND, VA


C BridgeL

30'-0"

Cantilever span a

63'-5"

Simple span b

64'-5ƒ"

Span c

94'-0"

Span d

33'-3…"

94'-5ƒ" 33'-5"

PLAN

North Abutment 1

Beginning of bridgeSouth Abutment 5

End of bridge

C Pier 3C Pier 2

C Pier 4L

LL

joint

C cantileverL

255'-2‚"

L

L o/

o/

Approach slab

24'-

0"

2'-

0"

2'-

0"

24'-

0"

curb

sidewalk

Face of

curb

sidewalk

Face of

curb

Median

Face of

curb

Median

Face of

C.I. Pipe

C 24"

C.I. Pipe

C 12"

52'-

0"

8'-

0"

8'-

0"

Face of rail

Face of rail

36 -31' typ.

C Railroad track

C Railroad track

C Railroad trackL L

L

To W. Broad St.

To Rte. I-95 / I-64

Scale: ˆ" = 1'-0"

0 16' 32'8'

jschlussel

Jeremy Schlussel

3

EXPANSION JOINT DETAILS

TRANSVERSE SECTION AND

in the roadway, where it will be routinely subjected to traffic.

roadway profile. ADA compliant profile shall not be used

top profile and joint material in roadway shall be "normal"

Joint material in raised median shall have ADA compliant

of a manufacturer certified technician.

manufacturer's recommendations and under the supervision

Joint material shall be installed in accordance with the

by a straightedge.

both sides of the joint simultaneously. Saw shall be guided

shall consider using double bladed walk-behind saw to cut

or saw cut joint wall but extreme care shall be taken. Contractor

reconstructed at Contractors expense. Contractor may form

wavy joint walls will be rejected and nosing will have to be

spalls, dust, dirt, or other foreign material. Out of parallel,

and parallel. The area of installation shall be free from cracks,

As nearly as possible, sides of joints shall be straight, vertical

in accordance with Section 420 of the Specifications.

Adhesive-based Joint Sealer (Class I) (2 •") shall be installed

ADHESIVE-BASED JOINT SEALER (CLASS I) NOTES:

approved welding methods.

necessary to reconstruct joint and shall restore the plate by

width. Contractor shall remove edge of sidewalk sliding plate as

properly install joint material turn-up in curb to proper joint opening

Contractor shall remove and restore sidewalk curb as necessary to

performance.

material that will be left in place but not ultimately impact the joint

vacuum. Restoration shall be accomplished with approved lower form

removal process. Debris shall be removed from above by hand and

be secured and sealed from above and shall be maintained during nosing

an oversized backer rod below limits of removal. Backer material shall

of existing joint material/steel cover plate from above and installation of

shall be incidental to work. Recommended method includes removal

above deck surface. Methods are subject to review and approval and

Contractor shall submit method to ensure that all work and debris remain

repair.

placement and removal of the temporary repair shall be incidental to the

reopen lane. Temporary repair is subject to Engineer's approval and

closure time, the Contractor shall temporarily repair the area in time to

If Contractor removes more material than can be properly repaired in the

reopened.

and contingencies that will be in place to ensure that roadway will be

replacement to relay understanding of rapid repair techniques required

delay. The Contractor shall submit procedure of reconstruction and joint

and cured to support traffic in time to reopen lanes to traffic without

The Contractor shall not remove any more material than can be replaced

inch for new concrete to be cast up to.

newly cured concrete, the cured concrete shall be removed for •

During staged construction when new concrete is to be cast against

Reconstruction, notify the Engineer.

If sound concrete is not found within the limits of Expansion Joint

to the Department.

shall be repaired to the approval of the Engineer at no additional cost

damage existing reinforcing steel. If reinforcing steel is damaged, it

Saw cut 1 inch into concrete deck. Contractor shall take care not to

face-to-face of sidewalk curb.

Limits of Expansion Joint Reconstruction shall generally be between

HES is abbreviation for High Early Strength.

Section 412 of the Specifications.

Expansion Joint Reconstruction (HES) shall be in accordance with

EXPANSION JOINT RECONSTRUCTION (HES) NOTES:

M.J.J.

C.R.R.

L.D.C.

DESIGN BY:

DRAWN BY:

CHECKED BY:





Project Engineer






Deputy Director for








2/15/18 0-28832

STRUCTURAL ENGINEER

RICHMOND, VA


24'-0" 8'-0" 10"2'-0"

3•"

35'-1•"

Number of beams and beam spacing Vary

24'-0"2'-0"

35'-1•"

8'-0"10"

3•"

C BridgeL

70'-3"

Face of rail Face of rail

Face of median curb Face of median curb

Face of sidewalk curb Face of sidewalk curb

TRANSVERSE SECTIONScale: ‚" = 1'-0"

0 4' 8'2'

Scale: 1" = 1'-0"

Face of curb

Factory miter typ.

deck surface

Top of roadway

Top of sidewalk

TYPICAL SECTION AT SIDEWALK CURB

3•

" min.

0 1' 2'6"

See Expansion Joint Reconstruction notes

(see Detail A at Roadway)

Class 1 Joint

Traffic Profile

Scale: 1" = 1'-0"

TYPICAL SECTION AT MEDIAN

roadway

Top ofmedian

Top ofFace of median curb

C BridgeL

2'-0" min. typ.

Factory miter typ.

0 1' 2'6"

(see Detail A at Median)

Class 1 joint

ADA Compliant Profile

(see Detail A at Roadway)

Class 1 Joint typ.

Traffic Profile

2•"

C JointL

adhesive typ.

Non-sag epoxy

…"

min.

1"

manufacturer

Per

sa

w cuttin

g

Limit of

typ.

‚" chamfer

Saw cut face

2•"

C JointL

adhesive typ.

Non-sag epoxy

…"

min.

1"

manufacturer

Per

sa

w cuttin

g

Limit of

typ.

‚" chamfer

Saw cut face

Not to scale

Class 1 Joint

Profile

2•" Traffic

Class 1 Joint

Profile

compliant

2•" ADA

AT MEDIANAT ROADWAY

DETAIL A

jschlussel

Jeremy Schlussel

AT PIER 3

JOINT RECONSTRUCTION

4

M.J.J.

C.R.R.

L.D.C.

For additional details and notes, see sheet 3.

Note:

DESIGN BY:

DRAWN BY:

CHECKED BY:





Project Engineer






Deputy Director for








2/15/18 0-28832

STRUCTURAL ENGINEER

RICHMOND, VA


C Pier 3

C Joint andL

L

9"9"1" sawcut

C Pier 3

C Joint andL

L

5"

6"

AT PIER 3

EXISTING EXPANSION JOINT

AT PIER 3

PROPOSED EXPANSION JOINT

1" sawcut

joint material

forming for new

plate to accomodate

existing joint web

Remove portion of

Scale: 1•" = 1'-0"

Scale: 1•" = 1'-0"

6"

1'-6"

6"

typ.

HES concrete,typ.

HES concrete,

Roadway section shown, median section similar.


0 1'6" 1'-4"3"

0 1'6" 1'-4"3"

Sheet 3

See Detail A

PART PLAN

EXPANSION JOINT AT PIER 3

Face of rail

Face of rail

Face of sidewalk curb


Face of median curb

Face of median curb

and C joint

C Pier 3

L

L

C BridgeL

Me

dia

n

4'-

0"

Scale: ‚" = 1'-0"

66'-

8"

5'-

0"

29'-

10"

29'-

10"

Joint Reconstruction (HES)

Indicates limits of Expansion

Legend:

Expansion Joint Reconstruction (HES).

be removed and replaced. This shall be incidental to

Damaged concrete at the curb at this location shall

1'-6"

12"

12"

0 4' 8'2'

6'-0"

Joint Reconstruction.

Detail. Removal and restoration shall be incidental to Expansion

to be reconstructed to match existing profile. See Curb Chamfer

Existing median steel cover plate to be removed and median

6"6"plate to be removed

5'-0" Exist. cover

median curb

Face of

median curb

Face of

COVER PLATE PLAN

EXISTING RAISED MEDIAN

Scale: •" = 1'-0"

•" studs typ.o/

and restoration

concrete removal

Limits of median

and restoration

concrete removal

Limits of median

0 2' 4'1'

CURB CHAMFER DETAILNot to scale

Joint

Class 1

2•"

acute corner of curb

1•" chamfer on

Roadway Roadway

Face of curb

Median Median

jschlussel

Jeremy Schlussel

AT CANTILEVER JOINT

JOINT RECONSTRUCTION

5

For additional details and notes, see sheet 3.

Note:

M.J.J.

C.R.R.

L.D.C.

DESIGN BY:

DRAWN BY:

CHECKED BY:





Project Engineer






Deputy Director for








2/15/18 0-28832

STRUCTURAL ENGINEER

RICHMOND, VA



Face of rail

Face of median curb

C BridgeL

Me

dia

n

4'-

0"


Face of rail

Face of median curb

C Cantilever jointL

Scale: ‚" = 1'-0"

66'-

8"

29'-

10"

5'-

0"

29'-

10"

1'-6"

Joint Reconstruction (HES).

Indicates limits of Expansion

Legend:

12"

12"

PART PLAN

EXPANSION JOINT AT CANTILEVER

0 4' 8'2'

joint material

forming for new

plate to accomodate

existing joint web

Remove portion of

Scale: 1•" = 1'-0"

EXPANSION JOINT

EXISTING CANTILEVER

C Cantilever joint

C Cantilever jointL

L

Scale: 1•" = 1'-0"

EXPANSION JOINT

PROPOSED CANTILEVER

6"

1" sawcut9" 9"

1" sawcut

5"

6"

6"



typ.

HES concrete,

typ.

HES concrete,

0 1'6" 1'-4"3"

0 1'6" 1'-4"3"

Sheet 3

See Detail A

1'-6"

jschlussel

Jeremy Schlussel

city of richmond, virginia · 2018. 4. 2. · revisions no. date comments richmond, virginia...

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