Plans_-_PRA-GWMP_BMS_MD(1) _VA(1).pdf

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PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

NC

LW HR

Hratch Pakhchanian August 2012

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

GEORGE WASHINGTON MEMORIAL PARKWAY

REGION

MD/VA GWMP BMS MD(1), VA(1)

BRP NO.

BRP-1169

NPS

NO.

PMIS NO.

179385 113297

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NO. DATE BY REVISIONS NO. DATE BY REVISIONS

BSK No scale 1 18

BRIDGE EXPANSION JOINTS (SCHEDULE A)

GENERAL NOTES AND INDEX

Live loads:

Dead loads:

DESIGN LOADS:

Construction:

Design:

SPECIFICATIONS:

GENERAL NOTES:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03.

Concrete: 150 pcf.

Future Wearing Surface: 25 psf.

HL-93.

AASHTO LRFD Bridge Design Specifications, Fifth Edition, 2010 and Interim Revisions.

CONCRETE:

REINFORCING STEEL:

STRUCTURAL STEEL:

INDEX OF DRAWINGS

BRIDGE DRAWING NO. DRAWING TITTLE

C

T U

A L F I L E S

C H

E D

U L E A G

N

.D

G N

R01 place HES concrete blockouts.

Install expansion joint strip seal assembly and

Repair expansion joint blockout seats.

Remove existing expansion joint assembly.

3.

2.

1.

rod and silicone sealant.

Seal longitudinal portion of expansion joints with backer

HES concrete blockouts.

Install expansion joint strip seal assemblies and place adjacent to expansion joints.

Repair areas of spalled or deteriorated concrete and ends of deck to build expansion joint blockouts.

Saw cut and remove concrete from top of backwalls seals at both abutments.

Remove existing joint armors and compression

4.

3.

2.

1.

SCOPE OF WORK

HES concrete blockouts.

Install expansion joint strip seal assemblies and place adjacent to expansion joints.

Repair areas of spalled or deteriorated concrete and ends of deck to build expansion joint blockouts.

Saw cut and remove concrete from top of backwalls

Remove existing expansion joint assemblies.

3.

2.

1.

12-17

6-9

2-4 and Windy Run (Structure No. 3300-009P):

Bridges over Donaldson Run (Structure No. 3300-008P)

Expansion Joint Details (Bridge over Cabin John Creek)

As-builts

Expansion Joint Details (Bridge over Windy Run)

Expansion Joint Details (Bridge over Donaldson Run)

As-builts

Expansion Joint Details (CIA Overpass)

As-builts

General Notes & Index (Schedule A)CIA Overpass (Structure No. 3300-003P):

Bridge over Cabin John Creek (Structure No. 3300-033P):

coated reinforcing steel for superstructure.

Provide 2" cover for reinforcing steel unless otherwise noted. Use epoxy

Furnish reinforcing steel conforming to AASHTO M31, Grade 60 deformed.

meeting the longitudinal Charpy V-notch test specified in Section 555.

in accordance with ASTM A153. Furnish structural steel for steel locking rails

Grade 50) unless otherwise noted on the plans. Galvanize all structural steel

Furnish structural steel conforming to AASHTO M270, Grade 50 (ASTM A709, " unless noted otherwise on the plans.4 3Chamfer exposed edges of all concrete

Furnish High Early Strength (HES) Concrete.

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PROJECT TEAM LEADER BRIDGE DRAWING

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

NC

LW HR

Hratch Pakhchanian August 2012

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

GEORGE WASHINGTON MEMORIAL PARKWAY

REGION

MD/VA GWMP BMS MD(1), VA(1)

BRP NO.

BRP-1169

NPS

NO.

PMIS NO.

179385 113297

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P R

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C T

S .d

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

BSK No scale 1

BRIDGE EXPANSION JOINTS (SCHEDULE B)

GENERAL NOTES AND INDEX

C

T U

A L F I L E S

C H

E D

U L E B G

N .D

G N

Live loads:

Dead loads:

DESIGN LOADS:

Construction:

Design:

SPECIFICATIONS:

GENERAL NOTES:

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03.

Concrete: 150 pcf.

Future Wearing Surface: 25 psf.

HL-93.

AASHTO LRFD Bridge Design Specifications, Fifth Edition, 2010 and Interim Revisions.

CONCRETE:

REINFORCING STEEL:

INDEX OF DRAWINGS

BRIDGE DRAWING NO. DRAWING TITTLESCOPE OF WORK

3.

2.

1.

R19

Bridge over Abandoned Quarry (Sta. 94+74, Structure No. 3300-043P):

with the details shown on the asbuilt drawings.

Clean and reseal longitudinal and transverse joints in accordance1.

Bridge over Spout Run (Structure No. 3300-010P):

Bridge over Pimmit Run (Structure No. 3300-005P):

Bridge over Turkey Run (Structure No. 3300-002P):

Bridge over Dead Run (Structure No. 3300-001P):

expansion joints and install new seals.

Remove existing compression seals from all northbound structure.

at ends of deck adjacent to expansion joints of

Repair areas of spalled or deteriorated concrete

2.

1.

expansion joints and install new seals.

Remove existing compression seals from all of northbound structure.

at end of deck adjacent to south expansion joint

Repair areas of spalled or deteriorated concrete

2.

1.

Clean and reseal longitudinal portion of expansion joints.

and install new seals.

Remove existing compression seals at both abutments of southbound lanes.

at end of deck adjacent to north expansion joint

Repair areas of spalled or deteriorated concrete and install new seals.

Remove existing compression seals at bridge approaches1.

23-24

18-21

14-16

9-12

2-7

As-builts

Expansion Joint Details (Bridge over Spout Run)

As-builts

Expansion Joint Details (Bridge over Pimmit Run)

As-builts

Expansion Joint Details (Bridge over Turkey Run)

As-builts

Expansion Joint Details (Bridge over Dead Run)

As-builts

General Notes & Index (Schedule B) coated reinforcing steel for superstructure.

Provide 2" cover for reinforcing steel unless otherwise noted. Use epoxy

Furnish reinforcing steel conforming to AASHTO M31, Grade 60 deformed.

" unless noted otherwise on the plans.4 3Chamfer exposed edges of all concrete

Furnish a high early strength concrete patching compound for deck repairs.

NC

STATE PROJECT

SHEET

NO.

REGION

MD/VA GWMP BMS MD(1), VA(1)

NPS

NO.

PMIS NO.

179385 113297

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

LW HR Hratch Pakhchanian

BRIDGE DRAWING

DATE

August 2012

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

GEORGE WASHINGTON MEMORIAL PARKWAY

BRP NO.

BRP-1169