Plans - VA ST NASA 1(8).pdf

R01 19213

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NO. DATE REVISIONS NO. DATE BY REVISIONS

INDEX OF DRAWINGS

DRAWING TITLESHEET NO.

GENERAL NOTES AND INDEX

GENERAL NOTES:

SPECIFICATIONS:

Construction:

Design:

Composite fabric:

FP-14.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, MATERIALS:

Concrete:

Concrete: 150 pcf

AASHTO HS-20

DESIGN LOADS:

Dead load:

Live load:

A C

T U

A L F I L E R

N A

S A

G N .D

G N

R53

R52

R51

R50

R49

R48

R47

R46

R45

R44

R43

R42

R41

R40

R39

R38

R37

R36

R35

R34

R33

R32

R31

R30

R29

R28

R27

R26

R25

R24

R23

R22

R21

R20

R19

R18

R17

R16

R15

R14

R13

R12

R11

R10

R09

R08

R07

R06

R05

R04

R03

R02

R01

Penetrating sealant:

Furnish a penetrating sealant containing silane conforming to Subsection 725.20.

AASHTO LRFD Bridge Design Specifications, 8th Edition, 2017

SCOPE OF WORK

composite fabric with a manufacturer's representative present.

Follow manufacturer's recommendations and specifications for installation of composite fabric. Install existing GFRP repairs.

Apply a ultraviolet-resistant coating to applied GFRP wrap matching the color and texture of the overhangs of the pier caps, and external post-tensioning tendons.

Use a bidirectional glass composite fabric (GFRP) for the protection of beam underside repairs, the beams with damaged prestressing strands.

Use a unidirectional carbon fiber reinforced polymer (CFRP) for the strengthening of prestressed

Silicone joint sealant:

Pier 20 Repair Details

Pier 19 Repair Details

Pier 18 Repair Details

Pier 17 Repair Details

Pier 16 Repair Details

Pier 15 Repair Details

Pier 14 Repair Details

Pier 13 Repair Details

Pier 12 Repair Details

Pier 11 Repair Details

Pier 10 Repair Details

Pier 9 Repair Details

Pier 8 Repair Details

Pier 7 Repair Details

Pier 6 Repair Details

Pier 5 Repair Details

Pier 4 Repair Details

Pier 3 Repair Details

Pier 2 Repair Details

Pier 1 Repair Details

Pier Repair Details

Abutment Repair Details

Span 21 Repair Details

Span 20 Repair Details

Span 19 Repair Details

Span 18 Repair Details

Span 17 Repair Details

Span 16 Repair Details

Span 15 Repair Details

Span 14 Repair Details

Span 13 Repair Details

Span 12 Repair Details

Span 11 Repair Details - 2

Span 11 Repair Details - 1

Span 10 Repair Details

Span 9 Repair Details

Span 8 Repair Details

Span 7 Repair Details

Span 6 Repair Details

Span 5 Repair Details

Span 4 Repair Details

Span 3 Repair Details

Span 2 Repair Details

Span 1 Repair Details

Span 8 and 11 - Post-Tensioning Tendon Repair Details

Typical Prestressed Beam Repair Details

Concrete Deck Repair (Bottom)

Concrete Deck Repair (Top)

Concrete Repair Details

Typical Section - 83'-6'' Span

Typical Section - 60'-0'' Span

Plan and Elevation

General Notes and Index

No Scale

Perform the following repairs:

Dispose of all debris and waste materials off of government property.

performing repair work.

Dimensions for existing structure and designated repair areas are approximate. Verify dimensions before and waste materials generated during repair work.

Access bridge site and maintain traffic control for work operations. Control and contain all dust, debris, Furnish backer rod conforming to Subsection 712.01(f).

resealing abutment joints.

Furnish a two-part, self-leveling, silicone joint sealant conforming to Subsection 712.01(h) for

Replace weight limit sign at west approach.12.

Clean and reseal expansion joints at abutments with silicone joint sealant and backer rod.11.

Seal bridge deck with penetrating sealant.10.

Repair concrete at top and bottom of deck.9.

penetrating sealant.

Clean and seal the top 8 feet of cylinder piles and the entire surface of both abutments with 8.

sealant, and protect the pier cap overhangs with GFRP wrap.

Locate and repair damaged concrete at piers. Clean and seal the pier caps with penetrating 7.

Clean and seal the sides of prestressed beam ends with penetrating sealant.6.

11.

Repair the GFRP wrap around the existing external post-tensioning tendons in Span 8 and Span 5.

Wrap the bottom of designated existing beams with GFRP wrap.4.

system to restore original beam flexural capacity at midspan.

Inspect existing beams and identify any damaged strands. Design and install CFRP strengthening 3.

HES concrete to restore original shape.

Remove shotcrete and damaged concrete from the underside of designated beams, and apply 2.

Repair damaged concrete sides of on existing beams, as directed by the CO.1.

strength in 24 hours of 3,000 pounds per square inch.

Furnish High Early Strength (HES) concrete (or shotcrete) with a minimum compressive

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PROJECT TEAM LEADER

of

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

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

BRIDGE PLAN SHEET

VA

53 BRP-1275

WALLOPS ISLAND CAUSEWAY BRIDGE OVER CAT CREEK

WALLOPS FLIGHT FACILITY

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

Christopher NegleyCC CC HC November 2019of

DATE

BRP NO.BRIDGE PLAN SHEET

November 2019

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Christopher NegleyCC CC HC

19214R02

PLAN AND ELEVATION

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PLAN

ELEVATION

N Bridge length = 1283'-7''

To Assawoman

To Wallops Island

KEY

CL

E

F

Expansion

Fixed

Pier #

Span number

E F

2 3

16 17

20 21

C a t

C r e e k

FE FE FE FE FE FE FE FE FE EE EF EF EF EF EF EF

EFEF

EF

111+00 112+00 113+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00

83'-6'' 60'-0"60'-0"60'-0"60'-0"60'-0"60'-0"60'-0"60'-0"60'-0"60'-0"60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0"

1283'-7''

F F4 c le a r

2.25'± weight limit sign

Remove and replace damaged

16'-0"

Approach slab

16'-0"

Approach slab

C Roadway

C Structure

L

L

A C

T U

A L F I L E R

N A

S A P

E .D

G N

Not to Scale

''2 160'-0''2

160'-0

114+00

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Christopher NegleyCC CC HC

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PROJECT TEAM LEADER

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19215R03

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TYPICAL SECTION

''= 1'-0"4 3Scale:

CL

11'-0"11'-0"1'-0" 1'-6"

2'-6"

1'-6" 1'-0"

2'-6"

27'-0"

3'-0" 7'-0" 7'-0"3'-6"3'-6"

Profile grade

S la b

22'-0" Roadway

CL CL

NEAR PIER

NEAR MIDSPAN

Interior beam (Typ.) Exterior beam (Typ.)

UTILITY DETAILS

''= 1'-0"4 3Scale:

As Shown

Telephone conduit

Electrical conduits

Utility conduit

Insulated water pipe

Concrete diaphragm

(Typ.)

TYPICAL SECTION - 60'-0'' SPAN

Electrical conduits (Typ.)

B1 B2 B3 B4

B1 B4

Conduit (Typ.)

Constr. jt. (Typ.)

6'' Dia. force main

(Typ.) (See Note 1)

External post-tensioning

(See Note 1)

External post-tensioning (Typ.)

Existing abutment

Existing profile

1"

ABUTMENT JOINT DETAIL

(Utilities not shown for clarity)

(Looking upstation)

(Typ.)

Existing shotcrete

Symm. about C Structure

A C

T U

A L F I L E R

N A

S A

B T

Y P S

E C

T .D

G N

Not to Scale sealant and backer rod from top of curb to top of curb.

Clean and reseal abutment joints. Apply a silicone joint

Remove existing expansion joint sealant at abutment. 2.

span locations.

spans 8 and 11. See "PLAN AND ELEVATION" sheet for

External post-tensioning tendons are located only at 1.

Notes:

M in

R e c e s s

POURABLE JOINT

JointCL

See "Pourable Joint"

Backer rod sealant

Silicone joint or slab

Top of deck

(Typ.)

surface or slab

Existing wearing

Not to Scale

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PROJECT TEAM LEADER

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

Christopher NegleyCC CC HC November 2019

19216R04

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11'-0"11'-0"1'-0" 1'-6"

2'-6"

1'-6" 1'-0"

2'-6"

27'-0"

3'-0" 5'-3" 5'-3"5'-3"5'-3"

Profile grade

S la b

22'-0" Roadway

CL CL

NEAR PIER

NEAR MIDSPAN

Interior beam (Typ.) Exterior beam (Typ.)

As Shown

Telephone conduit

Electrical conduits

UTILITY DETAILS

''= 1'-0"4 3Scale:

Utility conduit

Insulated water pipe

Concrete diaphragm

(Typ.)

TYPICAL SECTION - 83'-6'' SPAN

Electrical conduits (Typ.)

''= 1'-0"4 3Scale:

TYPICAL SECTION

B5B1

B1 B2 B3 B4 B5

Conduit (Typ.)

Constr. jt. (Typ.)

6'' Dia. force main

A C

T U

A L F I L E R

N A

S A

B T

Y P S

E C

T .D

G N

(Utilities not shown for clarity)

(Looking station ahead)

CLSymm. about C Structure

External post-tensioning (Typ.)

External post-tensioning (Typ.)

November 2019

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Christopher NegleyCC CC HC

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PROJECT TEAM LEADER

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

19217R05

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'' under cut all sides2

= 300 lbs.

direction. Min. pull out tension @ max. spacing of 12'' in each (length varies) with sleeve anchor

'' dia. Galvanized machine bolt4 concrete Face of existing

'' Saw cut2

1'' Min. clr.

Existing reinforcement '' Min.2 concrete Face of existing

'' Saw cut4

= 300 lbs.

direction. Min. pull out tension @ max. spacing of 12'' in each (length varies) with sleeve anchor

'' dia. Galvanized machine bolt4

'' Min.2

Existing reinforcement

1'' Min. clr.

Not to Scale

Galvanic anode top cut

'' Under cut all sides except2

A C

T U

A L F I L E R

N A

S A

C O

N C

R E P

D T S .D

G N

CONCRETE REPAIR DETAILS

2'' x 2'', w2 x w2

Stainless steel welded wire reinforcement

2'' x 2'', w2 x w2

Stainless steel welded wire reinforcement concrete Face of existing Depth of concrete repair

Existing reinforcement

CYLINDER PILE AND POST-TENSIONING ANCHORAGE REPAIR

TYPICAL HORIZONTAL CONCRETE REPAIR TYPICAL VERTICAL CONCRETE REPAIR

Depth of concrete repair (varies)

Depth of concrete repair (varies) anode

Galvanic existing concrete.

Cure and finish surfaces to match color and texture of 5.

552.19.

Fill cavity with repair concrete according to Subsection 4.

Section 203.

abrasive blasting, or water jetting as required, according to

Clean existing reinforcing steel and concrete by wire brush, 3.

cylinder pile.

steel reinforcement or removing the entire thickness of the using hand tools, without incurring any damage to existing

Remove loose and deteriorated concrete to sound concrete 2.

depth of reinforcing steel may vary.

Locations of concrete repair areas are approximate, and 1.

post-tensioning anchorages:

Notes for repair of hollow cylinder pile sections and

Repair mortar

Repair mortar existing concrete.

Cure and finish surfaces to match color and texture of 9.

Fill cavity with repair mortar according to Subsection 552.19.8.

reinforcement/concrete with machine bolts.

Fasten steel welded wire reinforcement to existing 7.

applicable.

Match existing reinforcing steel diameter and coating, if

Replace reinforcing steel with greater than 25% section loss. 6.

Section 203.

abrasive blasting, or water jetting as required, according to

Clean existing reinforcing steel and concrete by wire brush, 5.

steel reinforcement.

reinforcement, without incurring any damage to existing or to a depth of at least 1 inch clear of existing

Remove loose and deteriorated concrete to sound concrete 4.

by the CO.

perimeter around the designated repair area, as approved inch deep along a square or rectangular 4 3Saw cut 3.

approved by the CO.

areas according to manufacturer's recommendations, as

Install cathodic anodes for corrosion protection on repair 2.

depth of reinforcing steel may vary.

Locations of concrete repair areas are approximate, and 1.

Notes for typical concrete repair:

Repair mortar

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PROJECT TEAM LEADER

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Christopher NegleyCC CC HC x x x x

19218R06

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N Bridge length = 1283'-7''

12 SQFT

1 SQFT

2 SQFT

6 SQFT

6 SQFT

2 SQFT

1 SQFT

3 SQFT

2 SQFT

2 SQFT

6 SQFT

6 SQFT

10 SQFT7 SQFT

LC Structure

LC Roadway

Curbline

Face of parapet

Curbline

Face of parapet

60'-0" 60'-0" 60'-0" 60'-0" 60'-0" 60'-0" (Cont.)

60'-0" 60'-0" 60'-0" 83'-6" 60'-0" 60'-0" 60-0" (Cont.)

2 SQFT

1 SQFT

1 SQFT

1 SQFT

55 SQFT

40 SQFT

1 SQFT

2 SQFT

7 SQFT

2 SQFT

2 SQFT

2 SQFT

2 SQFT

3 SQFT

2 SQFT

2 SQFT

2 SQFT

1 SQFT

3 SQFT

3 SQFT

2 SQFT

2 SQFT

1 SQFT

3 SQFT

2 SQFT

2 SQFT

1 SQFT

3 SQFT

2 SQFT

2 SQFT 2 SQFT

CONCRETE DECK REPAIR (TOP)

A C

T U

A L F I L E R

N A

S A

D E

C K

R E P

A I R .D

G N

Key:

Damaged concrete

Not to Scale

"2 160'-0

"2 160'-060'-0"60'-0"60'-0"60'-0"60'-0"60'-0"

Seal top of deck with penetrating sealant.4.

foot, as approved by the CO.

delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Christopher NegleyCC CC HC of

November 2019

19219R07

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N Bridge length = 1283'-7''

2 SQFT

6 SQFT 1 SQFT

1 SQFT

2 SQFT

1 SQFT

1 SQFT

2 SQFT

3 SQFT

2 SQFT

exposed reinforcement

2 SQFT with

10 SQFT

3 SQFT

(Cont.)60'-0" 60'-0" 60'-0" 60'-0" 60'-0"

(Cont.)(Cont.) 60'-0" 60'-0" 60'-0" 83'-6" 60'-0" 60'-0" 60'-0"

(Cont.)

20 SQFT

Approach Bridge

Approach Bridge

Intermediate diaphragm

(Typ.)

S p a

CONCRETE DECK REPAIR (BOTTOM)

A C

T U

A L F I L E R

N A

S A

D E

C K

R E P

A I R .D

G N

Not to Scale

Key:

Damaged concrete

1 SQFT

1 SQFT

Cracked concrete (See Note 3)

2 SQFT

S p a n s t o t o

A A

S H

T O T y p e I I I

S p a n

A A

S H

T O T y p e I I I

S p a

"2 160'-0

"2 160'-060'-0"60'-0"60'-0"60'-0"60'-0"60'-0" foot, as approved by the CO.

delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

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PROJECT TEAM LEADER

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

19220R08

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As Shown

8"

EXISTING TYPICAL 60'-0'' GIRDER SECTION

CL

TYPICAL PRESTRESSED BEAM

1'-11"

1'-5"

'' = 1'-0''2 1Scale:

A

A

B

B

CL

SPAN BEAM

'' = 1'-0''2 1Scale: 1 '' = 1'-0''2

1Scale: 1 '' = 1'-0''2 1Scale: 1

REPAIR DETAILS

SPAN BEAM

1,2,4

1,4

1,2,3,4

1,2,3,4

1,2

1,2,3,4

1,2,3,4

SECTION A-A SECTION B-B

HES concrete HES concrete

A C

T U

A L F I L E R

N A

S A

B E

A M

R

E P

A I R

D T S .D

G N

60'-0"

C PierC PierCL Concrete diaphragm (Typ.)

(See Note 4)

3'-0"

(See Note 4)

3'-0"

4'-6" 4'-6"

(See Note 2)

GFRP wrap

(See Notes 1 and 2)

Damaged concrete

TYPCAL 60'-0'' SPAN BEAM ELEVATION

C Beam

CLC Beam CLC Beam

(See Note 2)

GFRP wrap

(See Notes 1 and 2)

Damaged concrete

CFRP (See Note 3) shotcrete (approx. 2")

Remove existing

132 2

14 3,4

1,2,3,4

12 1,2,3,4

1,3

2,4

17 2,3

18 1,2,3,4

3,4

20 3

UNDERSIDE REPAIR AND EGFRP WRAP CFRP STRENGTHENING

CFRP strengthening for girders with damaged strands (Not to scale) (See Note 3)

GFRP wrap (See Note 2)

Limit of shotcrete removal, underside repair, and GFRP wrap

51'-0"

REPAIR TABLE

BEAM UNDERSIDE

REPAIR TABLE (CONT.)

BEAM UNDERSIDE

S e e N o te

S e e N o te

Prevent any damage to existing components during repair work.5.

penetrating sealant to the sides of the beams.

Clean 3 feet on each end of all prestressed beams and apply 4.

Existing reinforcing steel: fy = 40 ksi

" stress-relieved, fu = 250 ksi16 7Existing prestressing strand:

Existing prestressed concrete compressive strength: f'c = 5 ksi

AND 11 - POST-TENSIONING TENDON REPAIR DETAILS" sheet.

5'-0" beyond the damaged region. For prestress details, see "SPAN 8 capacity at midspan, as directed by the CO. Extend the CFRP wrap strands, design and install CFRP repairs to restore original flexural

For beams listed in "BEAM UNDERSIDE REPAIR TABLE" with damaged 3.

beams using GFRP wrap, and apply an ultraviolet-resistant coating.

the beam. Apply a layer of HES concrete, wrap the bottom of the to 6 inches (average 4 inches). Epoxy seal cracks on the underside of sheet. Approximate total depth of concrete and shotcrete removal is 2 of the beam according to "TYPICAL CONCRETE REPAIR DETAILS" existing shotcrete, and repair any damaged concrete on the underside

For beams listed in "BEAM UNDERSIDE REPAIR TABLE", remove 2.

locations and additional details.

sides of beams. See span repair details sheets for approximate

Inspect all beams and identify and repair damaged concrete along 1.

Notes:

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PROJECT TEAM LEADER

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

Christopher NegleyCC HC

19221R09

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F il e s

P

R O J E

C T

S .d

As Shown

CL CL

'' = 1'-0''2 1Scale:

'' = 1'-0''2 1Scale: 1 '' = 1'-0''2

1Scale: 1

SPAN 8

TYPICAL SECTION

SPAN 11

TYPICAL SECTION

PierPier

TENDON REPAIR DETAILS

(Typ.) (See Note 2)

Post-tensioning anchor

GIRDER ELEVATION EXISTING SPANS 8 AND 11

A C

T U

A L F I L E R

N A

S A

B E

A M

R

E P

A I R

D T S .D

G N

Existing external post-tensioning duct (See Note 4)

3'-0"

(See Note 4)

3'-0"

83'-6" (Span 11)

60'-0" (Span 8)

CLC Beam CLC Beam

Existing external post-tensioning duct

(Typ.) (See Note 1)

Existing external post-tensioning duct

(Typ.) (See Note 1)

SPAN 8 AND 11 - POST-TENSIONING

Existing CFRP Existing CFRP

Existing GFRP wrap Existing GFRP wrap

Existing GFRP wrap

S p a

S p a

Prevent any damage to existing components during repair work.5.

penetrating sealant to the sides of the beams.

Clean 3 feet on each end of all prestressed beams and apply 4.

Prevent any damage to exisitng components during repair work.3.

shotcrete and encase the existing post-tensioning anchorages.

in Span 8 using hand tools. Apply concrete to replace the existing

Remove deteriorated shotcrete from post-tensioning anchorages 2.

the post-tensioning duct in GFRP wrap.

in the existing GFRP wrap is found, wrap the exposed portion of ducts. Where the post-tensioning duct is exposed, or any defects

Inspect all existing GFRP wrap around external post-tensioning 1.

Notes:

November 2019

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

Christopher NegleyCC HC

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

19222R10

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

SPAN 1 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 1 Abutment 1

Face of backwall

C Pier 1 Abutment 1

Face of backwall

CL

CL

1' x 1'

1.5' x 2'

See Note 3

1.5' x 1.5'

See Note 3

See Note 3

1' x 1.5'

See Note 3

C Pier 1 Abutment 1

Face of backwall

CL

C Pier 1 Abutment 1

Face of backwall

CL

C Pier 1 Abutment 1

Face of backwall

CL

C Pier 1 Abutment 1

Face of backwall

CL

C Pier 1 Abutment 1

Face of backwall

CL

C Pier 1 Abutment 1

Face of backwall

CL

installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19223R11

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 2 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 2

C Pier 2

CL

CL

1' x 1.5'

C Pier 1CL

C Pier 1CL

0.5' x 2'

2' x 3' 1' x 1.5'

1.5' x 1.5'

1.5' x 1'

See Note 3 1' x 1'

1' x 1.5'

1' x 1' See Note 3

C Pier 2CL C Pier 1CL

C Pier 2CLC Pier 1CL

C Pier 2CL C Pier 1CL

C Pier 2CLC Pier 1CL

C Pier 2CL C Pier 1CL

C Pier 2CLC Pier 1CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19224R12

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 3 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 3

C Pier 3

CL

CL

C Pier 2CL

C Pier 2CL

See Note 3

See Note 3

1' x 2'

C Pier 3CL C Pier 2CL

C Pier 3CLC Pier 2CL

C Pier 3CL C Pier 2CL

C Pier 3CLC Pier 2CL

C Pier 3CL C Pier 2CL

C Pier 3CLC Pier 2CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19225R13

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 4 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 4

C Pier 4

CL

CL

C Pier 3CL

See Note 3

C Pier 3CL

See Note 3 See Note 3

1' x 1'

1' x 1'

1' x 1.5'

C Pier 4CL C Pier 3CL

C Pier 4CLC Pier 3CL

C Pier 4CL C Pier 3CL

C Pier 4CLC Pier 3CL

C Pier 4CL C Pier 3CL

C Pier 4CLC Pier 3CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19226R14

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 5 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 5

C Pier 5

CL

CL

C Pier 4CL

C Pier 4CL

See Note 3

See Note 3

See Note 3

See Note 3

1' x 1'

C Pier 5CL C Pier 4CL

C Pier 5CLC Pier 4CL

C Pier 5CL C Pier 4CL

C Pier 5CLC Pier 4CL

C Pier 5CL C Pier 4CL

C Pier 5CLC Pier 4CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19227R15

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 6 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 6

C Pier 6

CL

CL

C Pier 5CL

C Pier 5CL

See Note 3

See Note 3

C Pier 6CL C Pier 5CL

C Pier 6CLC Pier 5CL

C Pier 6CL C Pier 5CL

C Pier 6CLC Pier 5CL

C Pier 6CL C Pier 5CL

C Pier 6CLC Pier 5CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19228R16

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 7 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 7

C Pier 7

CL

CL

C Pier 6CL

C Pier 6CL

See Note 3

2' x 0.5'

0.5' x 2.5'

See Note 3

See Note 3

See Note 3

See Note 3

See Note 3

C Pier 7CL C Pier 6CL

C Pier 7CLC Pier 6CL

C Pier 7CLC Pier 6CL

C Pier 7CL C Pier 6CL

C Pier 7CLC Pier 6CL

C Pier 7CL C Pier 6CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19229R17

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 8 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 8

C Pier 8

CL

CL

C Pier 7CL

C Pier 7CL

1' x 1'

3' x 1.5'

2' x 1.5' 1' x 2'

2' x 3'

See Note 3

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 8CL C Pier 7CL

C Pier 8CLC Pier 7CL

C Pier 8CL C Pier 7CL

C Pier 8CLC Pier 7CL

C Pier 8CL C Pier 7CL

C Pier 8CLC Pier 7CL

See Note 3 installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19230R18

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 9 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 9

C Pier 9

CL

CL

C Pier 8CL

C Pier 8CL

See Note 3

See Note 3

See Note 3

1' x 1'

2' x 1'

1.5' x 1'

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 9CL C Pier 8CL

C Pier 9CLC Pier 8CL

C Pier 9CL C Pier 8CL

C Pier 9CLC Pier 8CL

C Pier 9CL C Pier 8CL

C Pier 9CLC Pier 8CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19231R19

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 10 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 10

C Pier 10

CL

CL

C Pier 9CL

C Pier 9CL

See Note 3

See Note 3

See Note 3

See Note 3

1' x 1'

1' x 1'

1' x 1'

1' x 1'

1.5' x 1'

2' x 1'

See Note 3

4.5' x 1.5' 6' x 1.5'

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 10CL C Pier 9CL

C Pier 10CLC Pier 9CL

C Pier 10CL C Pier 9CL

C Pier 10CLC Pier 9CL

C Pier 10CL C Pier 9CL

C Pier 10CLC Pier 9CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19232R20

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

C Pier 11

C Pier 11

CL

CL

C Pier 10CL

C Pier 10CL

SPAN 11 REPAIR DETAILS - 1

See Note 3

See Note 3

1' x 3'

3.5' x 3'

3.5' x 3'

3.5' x 3'

1.5' x 2'

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 11CL C Pier 10CL

C Pier 11CLC Pier 10CL

C Pier 11CL C Pier 10CL

C Pier 11CLC Pier 10CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19233R21

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 4

SOUTH ELEVATION - BEAM 4

SOUTH ELEVATION - BEAM 5

NORTH ELEVATION - BEAM 5

C Pier 11

C Pier 11

CL

CL

C Pier 10CL

C Pier 10CL

SPAN 11 REPAIR DETAILS - 2

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

3.5' x 3'

1.5' x 3'

C Pier 11CL C Pier 10CL

C Pier 11CLC Pier 10CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19234R22

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 12 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 12

C Pier 12

CL

CL

C Pier 11CL

C Pier 11CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

See Note 3

See Note 3

See Note 3

1' x 1'

1' x 1.5'

2.5' x 3.5'

3.5' x 2.5'

C Pier 12CL C Pier 11CL

C Pier 12CLC Pier 11CL

C Pier 12CL C Pier 11CL

C Pier 12CLC Pier 11CL

C Pier 12CL C Pier 11CL

C Pier 12CLC Pier 11CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19235R23

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 13 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 13

C Pier 13

CL

CL

C Pier 12CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 12CL

3.5' x 3'

See Note 3

See Note 3

2' x 1.5'

2' x 1.5'

See Note 3

See Note 3

See Note 3

1' x 2'

C Pier 13CL C Pier 12CL

C Pier 13CLC Pier 12CL

C Pier 13CL C Pier 12CL

C Pier 13CLC Pier 12CL

C Pier 13CL C Pier 12CL

C Pier 13CLC Pier 12CL

See Note 3 installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19236R24

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 14 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 14

C Pier 14

CL

CL

C Pier 13CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 13CL

2' x 1'

See Note 31' x 1.5'

4.5' x 1.5'

3' x 3' 2' x 1.5'

C Pier 14CL C Pier 13CL

C Pier 14CLC Pier 13CL

C Pier 14CL C Pier 13CL

C Pier 14CLC Pier 13CL

C Pier 14CL C Pier 13CL

C Pier 14CLC Pier 13CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19237R25

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 15 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 15

C Pier 15

CL

CL

C Pier 14CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 14CL

1.5' x 3'

See Note 3

2' x 2' 2.5' x 1'

See Note 3

See Note 3 See Note 3

See Note 3

See Note 3

10' x 1.5' 8.5' x 1.5'

C Pier 15CL C Pier 14CL

C Pier 15CLC Pier 14CL

C Pier 15CL C Pier 14CL

C Pier 15CLC Pier 14CL

C Pier 15CL C Pier 14CL

C Pier 15CLC Pier 14CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19238R26

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 16 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 16

C Pier 16

CL

CL

C Pier 15CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 15CL

See Note 3

1' x 1'

1' x 3'

1' x 1.5'

1' x 1'

See Note 3

1.5' x 1.5'

See Note 3

C Pier 16CL C Pier 15CL

C Pier 16CLC Pier 15CL

C Pier 16CL C Pier 15CL

C Pier 16CLC Pier 15CL

C Pier 16CL C Pier 15CL

C Pier 16CLC Pier 15CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19239R27

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 17 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 16C Pier 17 CLCL

C Pier 16CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

See Note 3 See Note 3

1' x 1.5'

1' x 1'

2' x 0.5'

C Pier 17CL

C Pier 16C Pier 17 CLCL

C Pier 16CL C Pier 17CL

C Pier 16C Pier 17 CLCL

C Pier 16CL C Pier 17CL

C Pier 16C Pier 17 CLCL

C Pier 16CL C Pier 17CL installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19240R28

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 18 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 18CL

C Pier 17CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 18CL

C Pier 17CL C Pier 18CL C Pier 17CL

C Pier 17CL C Pier 18CL

C Pier 18CL C Pier 17CL

C Pier 17CL C Pier 18CL

C Pier 18CL C Pier 17CL

C Pier 17CL C Pier 18CL

See Note 3

2' x 1.5'

2' x 1'

2' x 2' 1.5' x 1'

1.5' x 1'

See Note 3 See Note 3 installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19241R29

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 19 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 19CL

C Pier 18CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 19CL

C Pier 18CL C Pier 19CL C Pier 18CL

C Pier 18CL C Pier 19CL

C Pier 19CL C Pier 18CL

C Pier 18CL C Pier 19CL

C Pier 19CL C Pier 18CL

C Pier 18CL C Pier 19CL

See Note 3

See Note 3

See Note 3

See Note 3

See Note 3 See Note 3See Note 3

2.5' x 1'

2' x 1'

1.5' x 1.5' 2' x 3'

2' x 1.5'

See Note 3 installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19242R30

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 20 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 20CL

C Pier 19CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 20CL

C Pier 19CL C Pier 20CL C Pier 19CL

C Pier 19CL C Pier 20CL

C Pier 20CL C Pier 19CL

C Pier 19CL C Pier 20CL

C Pier 20CL C Pier 19CL

C Pier 19CL C Pier 20CL

See Note 3

See Note 3

See Note 3

1' x 1.5'

1.5' x 1' 1' x 1.5'

1' x 1.5'

See Note 3 installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19243R31

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SPAN 21 REPAIR DETAILS

Key:

Damaged concrete

Not to Scale

NORTH ELEVATION - BEAM 1

SOUTH ELEVATION - BEAM 1 SOUTH ELEVATION - BEAM 2

NORTH ELEVATION - BEAM 2

SOUTH ELEVATION - BEAM 3

NORTH ELEVATION - BEAM 3

SOUTH ELEVATION - BEAM 4

NORTH ELEVATION - BEAM 4

C Pier 20CL

A C

T U

A L F I L E R

N A

S A S

P A

N

R E P .D

G N

C Pier 20CL

C Pier 20CL

C Pier 20CL

C Pier 20CL

C Pier 20CL

C Pier 20CL

C Pier 20CL

4 SF

1.5' x 1'

See Note 3

See Note 3

Abutment 2

Face of backwall

Abutment 2

Face of backwall

Abutment 2

Face of backwall

Abutment 2

Face of backwall

Abutment 2

Face of backwall

Abutment 2

Face of backwall

Abutment 2

Face of backwall

Abutment 2

Face of backwall installation, as approved by the CO.

foot, or is required for surface preparation for FRP delaminated or spalled concrete exceeds one square

Perform concrete repair only if the area of

Verify condition of concrete before performing repair. 3.

"CONCRETE REPAIR DETAILS" sheet.

Repair damaged concrete as shown in the 2.

damaged concrete in the field.

approximate. Verify dimensions and locations of

Locations and dimensions of damaged concrete are 1.

Notes:

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19244R32

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

SECTION A-A

Not to Scale

11'-0"

27'-0"

13'-6"

39'-0"

6'-0" 6'-0"

CLSymm. about C Abutment

CLSymm. about C Abutment

ABUTMENT REPAIR DETAILS

Footing

Stem

Wingwall (Typ.)

Wingwall (Typ.)

13'-6"

22'-0"

11'-0"

A

A sheet for more details.

abutments. See "TYPICAL SECTION - 60'-0" SPAN"

Clean and reseal deck expansion joint at both 3.

surfaces.

Apply penetrating sealant on exposed concrete 2.

the field prior to construction.

Dimensions are approximate. Verify all dimensions in 1.

Notes:

EXISTING ABUTMENT PLAN

EXISTING ABUTMENT ELEVATION

A C

T U

A L F I L E R

N A

S A

A B

U T

R E P

D T S .D

G N

5'-6"

C BearingCL

1'-0"

VA

STATE PROJECT

NO.

SHEET

DRAWING NO.

NASA

NASA 1(8)

November 2019

19245R33

-N o v -2

1:

P

M M

P R

O J E

C T

S S

P E

C

IA

L N

A S

A n a s a 1(

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d

A C

T U

A L F I L E R

N A

S A