PALM BEACH INTERNATIONAL AIRPORT

Task I-21-PBI-A-053

Bid No.: PB 22-5

PBIA JAMES L. TURNAGE BLVD.

BRIDGE REPAIR PLANS

7650 WEST COURTNEY CAMPBELL CAUSEWAY

TAMPA, FLORIDA 33607

LICENSE NO: EB 7937

BID DOCUMENTS

MARCH 6, 2022

PREPARED BY:

PREPARED FOR:

PALM BEACH COUNTY DEPARTMENT OF AIRPORTS

VICINITY MAP

INTERNATIONAL

PALM BEACH

NORTH

VERDENIA C. BAKER

GARY SYPEK , SENIOR DEPUTY DIRECTOR OF AIRPORTS

DEPARTMENT OF AIRPORTS

LAURA BEEBE, DIRECTOR OF AIRPORTS

COUNTY ADMINISTRATOR

BOARD OF COUNTY COMMISSIONERS

MARIA G. MARINO DISTRICT 1

GREGG K. WEISS, VICE MAYOR DISTRICT 2

DAVE KERNER DISTRICT 3

ROBERT S. WEINROTH, MAYOR DISTRICT 4

MARIA SACHS DISTRICT 5

MELISSA McKINLAY DISTRICT 6

MACK BERNARD DISTRICT 7

SIGNATURE SHEET

SUMMARY OF QUANTITIES (1 OF 3)

SUMMARY OF QUANTITIES (2 OF 3)

BRIDGE 1 PLAN AND ELEVATION

BRIDGE 1 REPAIR TABLES (1 OF 2)

BRIDGE 1 REPAIR TABLES (2 OF 2)

BRIDGE 1 SPECIAL REPAIRS

BRIDGE 2 PLAN AND ELEVATION

BRIDGE 2 REPAIR TABLES (1 OF 2)

BRIDGE 2 REPAIR TABLES (2 OF 2)

BRIDGE 2 SPECIAL REPAIR

BRIDGE 3 PLAN AND ELEVATION

BRIDGE 3 REPAIR TABLES (1 OF 2)

BRIDGE 3 REPAIR TABLES (2 OF 2)

BRIDGE 3 SPECIAL REPAIR

BRIDGE 4 PLAN AND ELEVATION

BRIDGE 4 REPAIR TABLES

BRIDGE 4 SPECIAL REPAIR

BRIDGE 5 PLAN AND ELEVATION

BRIDGE 5 REPAIR TABLES

BRIDGE 5 SPECIAL REPAIR

BRIDGE 8 PLAN AND ELEVATION

BRIDGE 8 REPAIR TABLES (1 OF 2)

BRIDGE 8 REPAIR TABLES (2 OF 2)

BRIDGE 8 SPECIAL REPAIR

BRIDGE 10 REPAIR TABLES

BRIDGE 10 SPECIAL REPAIR

TRAFFIC CONTROL PLAN - BRIDGE 1

TRAFFIC CONTROL PLAN - BRIDGE 2

TRAFFIC CONTROL PLAN - BRIDGE 3

TRAFFIC CONTROL PLAN - BRIDGE 8

TRAFFIC CONTROL PLAN - BRIDGE 10

BRIDGE 10 PLAN AND ELEVATION (2 OF 2)

COVER SHEET (INCLUDES INDEX OF SHEETS)

PROJECT LAYOUT AND GENERAL NOTES

BRIDGE 10 PLAN AND ELEVATION (1 OF 2)

TRAFFIC CONTROL PLAN - GENERAL NOTES

TRAFFIC CONTROL PLAN - BRIDGE 4 AND 5

TYPICAL BRIDGE REPAIR DETAILS (5 OF 5)

TYPICAL BRIDGE REPAIR DETAILS (1 OF 5)

TYPICAL BRIDGE REPAIR DETAILS (2 OF 5)

TYPICAL BRIDGE REPAIR DETAILS (3 OF 5)

TYPICAL BRIDGE REPAIR DETAILS (4 OF 5)

B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8

BQ-1

BQ-2

B1-1 B1-2 B1-3 B1-4 B2-1 B2-2 B2-3 B2-4 B3-1 B3-2 B3-3 B3-4 B4-1 B4-2 B4-3 B5-1 B5-2 B5-3 B8-1 B8-2 B8-3 B8-4 B10-1 B10-2 B10-3 B10-4

MOT-1

MOT-2

MOT-3

MOT-4

MOT-5

MOT-6

MOT-7

SHEET

NUMBER SHEET TITLE

INDEX OF DRAWINGS

SUMMARY OF QUANTITIES (3 OF 3)BQ-3

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OKEECHOBEE BLVD.

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DIXIE HWY. U.S. 1

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BELVEDERE RD.

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N. MILITARY TRAIL

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SOUTHERN BLVD.

AutoCAD SHX Text

AutoCAD SHX Text p

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AutoCAD SHX Text p

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AutoCAD SHX Text

CONGRESS AVE.

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FLORIDA'S TURNPIKE

By Description

REVISIONS

Date By DescriptionDate

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REF. DWG. NO.

SHEET TITLE:

PROJECT NAME:

AECOM Technical Services, Inc.

Certificate of Authorization No. 8115 Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

YT

SP

WEST PALM BEACH, FL 33406

1000 PBIA, SUITE 123

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

STATE OF

No 37337

R E

E

NI

G

NE LANOI

S S

E

F O

R P

ESNECI

L

A

DIROL

F

ZEREP LUAS

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

SHEET DESCRIPTION SHEET NO. SHEET DESCRIPTION SHEET NO.

SAUL PEREZ, P.E. NO. 37337

MIAMI, FL 33126-1220

7650 CORPORATE CENTER DRIVE, SUITE 400

AECOM TECHNICAL SERVICES, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

KHALID MOTIWALA, P.E. NO. 50633

ORLANDO, FL 32801

101 S EOLA DRIVE, APT 1021

AECOM TECHNICAL SERVICES, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

B-2

SIGNATURE SHEET

B-8

B-2

TYPICAL BRIDGE REPAIRS DETAILS (5 OF 5)

SIGNATURE SHEET

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

SHEET DESCRIPTION SHEET NO.

CLAUDIA PATRICIA ECHEVERRI-PARRA, P.E. NO. 84761

MIAMI, FL 33126-1220

7650 CORPORATE CENTER DRIVE, SUITE 400

AECOM TECHNICAL SERVICES, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

MOT-7

MOT-6

MOT-5

MOT-4

MOT-3

MOT-2

MOT-1

B-2

P R

O F

E S

SIONAL E

N G

IN

E E

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IC

ENSE

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A U

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IA

P

ATRIC

IA ECHEVER

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ALID

MOTIW

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LA

TRAFFIC CONTROL PLAN - BRIDGE 10

TRAFFIC CONTROL PLAN - BRIDGE 8

TRAFFIC CONTROL PLAN - BRIDGE 4 AND 5

TRAFFIC CONTROL PLAN - BRIDGE 3

TRAFFIC CONTROL PLAN - BRIDGE 2

TRAFFIC CONTROL PLAN - BRIDGE 1

TRAFFIC CONTROL PLAN - GENERAL NOTES

SIGNATURE SHEET

BQ-2

B10-4

B10-3

B10-2

B10-1

B8-4

B8-3

B8-2

B8-1

B5-3

B5-2

B5-1

B4-3

B4-2

B4-1

B3-6

B3-5

B3-4

B3-3

B3-2

B3-1

B2-4

B2-3

B2-2

B2-1

B1-4

B1-3

B1-2

B1-1

BQ-3

BQ-2

BQ-1

B-7

B-6

B-5

B-4

B-3

B-2

B-1

BRIDGE 10 SPECIAL REPAIRS

BRIDGE 10 REPAIR TABLES

BRIDGE 10 PLAN AND ELEVATION (2 OF 2)

BRIDGE 10 PLAN AND ELEVATION (1 OF 2)

BRIDGE 8 SPECIAL REPAIRS

BRIDGE 8 REPAIR TABLES (2 OF 2)

BRIDGE 8 REPAIR TABLES (1 OF 2)

BRIDGE 8 PLAN AND ELEVATION

BRIDGE 5 SPECIAL REPAIRS

BRIDGE 5 REPAIR TABLES

BRIDGE 5 PLAN AND ELEVATION

BRIDGE 4 SPECIAL REPAIRS

BRIDGE 4 REPAIR TABLES

BRIDGE 4 PLAN AND ELEVATION

BRIDGE 3 SPECIAL REPAIRS (2 OF 2)

BRIDGE 3 SPECIAL REPAIRS (1 OF 2)

BRIDGE 3 REPAIR TABLES (2 OF 2)

BRIDGE 3 REPAIR TABLES (1 OF 2)

BRIDGE 3 PLAN AND ELEVATION (2 OF 2)

BRIDGE 3 PLAN AND ELEVATION (1 OF 2)

BRIDGE 2 SPECIAL REPAIRS

BRIDGE 2 REPAIR TABLES (2 OF 2)

BRIDGE 2 REPAIR TABLES (1 OF 2)

BRIDGE 2 PLAN AND ELEVATION

BRIDGE 1 SPECIAL REPAIRS

BRIDGE 1 REPAIR TABLES (2 OF 2)

BRIDGE 1 REPAIR TABLES (1 OF 2)

BRIDGE 1 PLAN AND ELEVATION

SUMMARY OF QUANTITIES (3 OF 3)

SUMMARY OF QUANTITIES (2 OF 3)

SUMMARY OF QUANTITIES (1 OF 3)

TYPICAL BRIDGE REPAIRS DETAILS (4 OF 5)

TYPICAL BRIDGE REPAIRS DETAILS (3 OF 5)

TYPICAL BRIDGE REPAIRS DETAILS (2 OF 5)

TYPICAL BRIDGE REPAIRS DETAILS (1 OF 5)

PROJECT LAYOUT AND GENERAL NOTES

SIGNATURE SHEET

KEY SHEET

BRIDGE REPAIR PLANS

PBIA JAMES L. TURNAGE BLVD.

N

BRIDGE 8

BRIDGE 3

GARAGE AND TERMINAL

SHORT-TERM PARKING

BRIDGE 10

BRIDGE 4

PARKING GARAGE 2

LONG-TERM

PARKING GARAGE 3

LONG-TERM

BRIDGE 5

Road

Perimeter

(#934260)

BRIDGE 1

(#934261)

BRIDGE 2

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

3/4/2022 10:50:46 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B0GeneralNotes01.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

BRIDGE REPAIRS - GENERAL NOTES

PROJECT LAYOUT

James L. Tur nage Blv d.

Belvedere Road

James L. Turnage Blvd.

B-3

PROJECT LAYOUT AND GENERAL NOTES

jperusse@pbia.org

(561) 471-7404

Jeremy PerusseOperations Managar:

mhurst@pbia.org

(561) 471-7434

Marvin HurstConstruction Coordinator:

gsantos@bpia.org

(561) 681-5121

George Santos, P.E.Project Engineer:

cportnoy@bpia.org

(561) 471-7411

Cindy Portnoy, P.E.Project Manager:

Gary Sypek, AAESenior Deputy Director:

Below is the contact information of key staff at Palm Beach International Airport:

PALM BEACH INTERNATIONAL AIRPORT CONTACT INFORMATION:

See Traffic Control Plans.

MAINTENANCE OF TRAFFIC:

care not to damage existing bridge and landscaping. Cost of vegetation control is considered incidental to Mobilization.

Use herbicides in accordance with FDOT Specification Section 7-1.7. When removing unwanted vegetation, Contractor shall take shall remove this unwanted vegetation by manual or mechanical means and shall apply a herbicide to prevent further growth.

Several bridges in this plan set have vegetation growing in undesired areas such as MSE walls and substructures. Contractor

VEGETATION CONTROL:

All dimensions in these plans are measured in feet either horizontally or vertically unless otherwise noted.

beginning construction and notify the Engineer of any discrepancies.

the existing plans and may not represent as-built conditions. It is the Contractor's responsibility to verify this data before

Unless otherwise noted, the dimensions, elevations and intersecting angles shown are based on the information as detailed in

EXISTING DIMENSIONS:

about the location, description, dimensions, repair method and the materials used.

For each bridge, maintain the record of deficiencies and their repair methods. Ensure the record includes information 2.

shall notify the Engineer of any discrepancies or additional deficiencies found.

Prior to the start of construction, Contractor shall field verify the deficiencies shown in the repair tables. Contractor 1.

REPAIR TABLES AND RECORD OF DEFICIENCIES:

removal and restoration of these utilities.

reattachment materials and procedure. Contractor's bid shall include all labor, equipment and materials associated with the restoration of these utilities and attachments with the DOA. Contractor shall submit shop drawings showing the proposed

In the event that the utility or attachment has to be temporarily removed, Contractor shall coordinate the removal and the

c. If the repair will have to be re-engineered.

b. If the repair can be constructed with the utility in place.

a. If the utility or attachment can be temporarily removed in order to allow the repair to be constructed.

existing utility or attachment conflicts with a proposed repair, the Contractor shall coordinate with Engineer to determine:

these plans and identify if any of these utilities or attachments are in conflict with proposed repairs. In the event that an

Prior to start of construction, Contractor shall verify the existing attachments and utilities attached to the bridges shown in

EXISTING UTILITIES AND ATTACHMENTS:

Bridge Drains identified for repair or replacement.4.

Utilities and Attachments conflicting with repairs that need to be removed and re-attached.3.

Bridge Lighting indentified for repair or replacement. Bridge lighting and electrical components identified for repair.2.

Bridge 3 Vertical Hangers for Fire Sprinklers.1.

shall be required for the following:

When called out on plans, Contractor shall submit signed and sealed shop drawings for review and approval. Shop Drawings

SHOP DRAWINGS:

Stay-in-place forms are not allowed.

STAY-IN-PLACE FORMS:

Unless otherwise noted, reinforcing steel shall be ASTM A615, Grade 60.

REINFORCING STEEL:

Concrete surface finish of repaired areas shall match existing.

CONCRETE FINISH:

Minimum concrete cover shall be per existing plans unless otherwise noted in this plan set.

CONCRETE COVER:

(f'c) or is 7 days old.

Per Specification Section 400, forms shall not be removed until concrete reaches 50% of its 28 day compressive strength 4.

concrete curing shall be per FOOT Specification Section 400.

Requirements for falsework, forms, concrete placement, construction and expansion joints, concrete finishing, and 3.

other mixing proportions, sampling and testing requirements, quality control, and mixing and delivery requirements.

Specification Section 346 includes material requirements, strength and slump requirements, water to cement ratio and 2.

Concrete Classes as specified in bridge repair details.

All concrete shall be in accordance with Specification Section 346. Use concrete design mixes that comply with FOOT 1.

CONCRETE:

Design loads are per existing plans. See General Notes on each bridge's existing plans.

DESIGN LOADS:

Shop drawings for structural elements called out in the existing plans are not available.2.

drawings from Palm Beach International Airport (Department of Aviation) prior to start of construction.

Existing drawings for most of the bridges shown in these plans are available. Contractor must obtain a copy of these 1.

EXISTING DRAWINGS:

Documents.

2021 Florida Department of Transportation Standard Specifications for Road and Bridge Construction as amended by Contract

CONSTRUCTION SPECIFICATIONS:

2. 2020 Florida Building Code, 7th Edition.

1. Construction shall be in accordance with all applicable Federal, State and Palm Beach County codes and ordinances.

CODES AND SPECIFICATIONS:

A

A sawcut (Typ.)

1" depth

Limits of reused (Typ.)

be cleaned and

Reinforcing to

Existing Steel be restored at perimeter of area to

1" depth sawcut typical

Surface

Aggregate Fractured

Injection Hose

Injection Port

Temporary surface seal for injection

Epoxy Type E crack at surface

Location of

Concrete

Existing

(T y p

M in

M a x .8

0.25in Max.

Approximate crack width

2" Max.

1" Min.

of Concrete

Depth of removal

Spalled Concrete

Area of Unsound or

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

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REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

SPALL AND DELAMINATION REPAIR NOTES

TYPICAL SPALL REPAIR CONFIGURATIONS

Delaminated Concrete

Boundary of loose and/or area to be repaired

Recomended layout of

PARTIAL DEPTH REPAIR PLAN

SPALL REPAIR DETAILS

SECTION A-A

EPOXY INJECT AND SEAL CRACK REPAIR

NOTES:

Section 413.

Apply a penetrant sealer for cracks with widths less that 0.008" per Specification 6.

completed and epoxy has set.

Grind off the excess epoxy and ports to the existing profile after epoxy injection is 5.

Refer to section 411 of Standard Specifications for additional information. 4.

Approved Products List (APL) Section 926.

Type E epoxy is for injection. Use Type E and F-1 epoxies that are listed on FDOT

Use Type F-1 compound epoxy for sealing crack surfaces in preparation for injection. 3.

order to develop a special repair procedure.

", notify engineer in 4 1with cracks measuring 0.008" or greater. For cracks wider than

Epoxy injection repair is to be applied to concrete elements except top side of deck 2.

If concrete around the crack is delaminated, repair as a delamination.

Sound test around the cracks prior to injecting to assure that it is not delaminated. 1.

TYPICAL BRIDGE REPAIR DETAILS (1 OF 5)

B-4

Cure repair as per Manufacturer's recommendations.5.

and edges to the original dimensions and shape of the concrete element.

recommendations. Firmly consolidate the grout mix in the cutout area. Restore surfaces non-metallic, non-shrink grout mixed and applied in accordance with Manufacturer's manufacturer's recommendations. Fill the cutout area with an approved high-strength, Coat the prepared surface with an approved epoxy bonding agent applied in accordance to 4.

the repair area.

Remove all laitenace, loose and unsound material, oil, and other deleterious material from 3.

rebar or strand to provide 1 inch clearance all around.

reinforcing bars or prestressing strand is exposed, remove concrete from around the the depth of sound concrete or to a minimum depth of 1", whichever is deeper. When surface of the concrete element. See Partial Depth Repair Plan on this sheet. Cut to a

Carefully cut the area of unsound concrete to be repaired back to perpendicular to the 1.

DELAMINATIONS AND HONEYCOMBING:

Cure repair as per Manufacturer's recommendations.5.

and edges to the original dimensions and shape of the concrete element.

recommendations. Firmly consolidate the grout mix in the cutout area. Restore surfaces non-metallic, non-shrink grout mixed and applied in accordance with Manufacturer's manufacturer's recommendations. Fill the cutout area with an approved high-strength, Coat the prepared surface with an approved epoxy bonding agent applied in accordance to 4.

the repair area.

Remove all laitenace, loose and unsound material, oil, and other deleterious material from 3.

the rebar or strand to provide a minimum of 1 inch clearance all around.

When reinforcing bars or prestressing strand is exposed, remove concrete from around

Cut to a the depth of sound concrete or to a minimum depth of 1/2", whichever is deeper.

surface of the concrete element. See Typical Spall Repair Configurations on this sheet.

Carefully cut all feathered edges of the area to be repaired back to perpendicular to the 2.

exposed reinforcing steel or prestressing strand exposed.

criteria for minor spalls and minor surface deficiencies. Typically, major spalls have

Major spalls are defined as spalls and surface deficiencies larger and/or deeper that 1.

MAJOR SPALLS:

Cure repair as per Manufacturer's recommendations.5.

and edges to the original dimensions and shape of the concrete element.

recommendations. Firmly consolidate the grout mix in the cutout area. Restore surfaces non-metallic, non-shrink grout mixed and applied in accordance with Manufacturer's manufacturer's recommendations. Fill the cutout area with an approved high-strength, Coat the prepared surface with an approved epoxy bonding agent applied in accordance to 4.

the repair area.

Remove all laitenace, loose and unsound material, oil, and other deleterious material from 3.

Cut to the depth of sound concrete or to a minimum depth of 1/2", whichever is deeper.

surface of the concrete element. See Typical Spall Repair Configurations on this sheet.

Carefully cut all feathered edges of the area to be repaired back to perpendicular to the 2.

2.0 square feet and no deeper than the rebar cover.

Minor spalls and minor surface deficiencies are defined in these plans as not larger than 1.

MINOR SPALLS AND MINOR SURFACE DEFICIENCIES:

repaired.

strength (f'c) shall meet or exceed concrete strength of existing structural element being

Use only non-shrink grout that is listed on FDOT Approved Products List (APL). Grout 5.

appearance of the unaffected surrounding area.

Ensure repaired surfaces have a surface texture, finish and color which matches the 4.

manufacturer of the repair material.

Cure repair surfaces for at least 72 hours or for the curing time recommended by the 3.

the repair area.

Remove all laitenace, loose and unsound material, oil, and other deleterious material from 2.

the materials used.

record includes information about the location, description, dimensions, repair method and

For each bridge, maintain the record of deficiencies and their repair methods. Ensure the 1.

GENERAL:

Limits of Methacrylate

Work ZoneTraffic Lane

Spall

Deficient Cover

Reinforment with

Exposed Top

Concrete Beam

Deficient Cover

Reinforment with

Exposed underside of deck

Spalling at

Vertical Drain Pipe drain pipe

Spalling around

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

3/4/2022 10:50:53 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B0MiscDet01.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

PLAN VIEW - UNDERSIDE OF DECK SPALLS - UNDERSIDE OF DECKPLAN VIEW - TOP OF DECK EXPOSED REBAR - SIDE OF BEAM

EXPOSED SURFACE REBAR (INADEQUATE CONCRETE COVER) REPAIRS OVERHEAD CONCRETE REPAIRS (UNDERSIDE OF DECK)

TYPICAL SECTION

CONCRETE DECK SEALING GENERAL NOTES (METHACRYLATE):

Left Side Zone Similar

Right Side Work Zone Shown

GENERAL LIGHTING AND ELECTRICAL REPAIRS

sufficiently to provide 1 in cover, notify engineer for special repair instructions.

concrete element. For rebar protruding from concrete surface that could not be field bent surfaces and edges to the original dimensions and shape of the recommendations. Restore

Prepare surface, mix and apply epoxy grout in accordance to Manufacturer's 3.

at least 1 in of cover.into concrete element in order to provide approved method. For rebar protruding from concrete surface, attempt to field bend rebar repair area. Clean exposed rebar to remove surface corrosion using sandblasting or other

Remove all laitenace, loose and unsound material, oil, and other deleterious material from the 2.

rebar or strand to provide 1 inch clearance all around. Remove concrete from around the surface of the concrete element. See Typical Spall Repair Configurations on this sheet.

Carefully cut all feathered edges of the area to be repaired back to perpendicular to the 1.

REPAIR NOTES:

Use Type F-1 epoxy grouts that are listed on FDOT Approved Products List (APL) Section 926.5.

unaffected surrounding area of the product.

appearance of the

Ensure repaired surfaces have a surface texture, finish and color which matches the 4.

repair area.

Remove all laitenace, loose and unsound material, oil, and other deleterious material from the 3.

information about the location, description, dimensions, repair method and the materials used.

record includes

For each bridge, maintain the record of deficiencies and their repair methods. Ensure the 2.

cover.

Repair details on this sheet apply to exposed rebar visible from the surface with inadequate 1.

GENERAL:

ensure the methacrylate coating does not seep under the tape.

prior to application of the methacrylate. The temporary pavement marking tape shall be securely adhered to the bridge deck to

Temporary pavement marking tape shall be installed after surface preparation in the location of the permanent pavement markings 7.

See Traffic Control Plans for placement of temporary and permanent pavement markings.6.

Methacrylate applications shall overlap previous work zone areas in accordance with the manufacturer's requirements.5.

residue.

Contractor shall ensure the surface preparation methods remove all existing pavement markings, including any pavement marking stations. The Perform surface preparation and application to all areas as per the limits shown, from Begin to End Bridge4.

Work shall be performed during non-peak hours.3.

Methacrylate shall be applied in two phases in accordance with the Traffic Control Plans.2.

Use HMWM that is listed on FDOT Approved Products List (APL) Section 413 methacrylates (HMWM) as specified in section 413 of FDOT Specifications and in accordance with manufacturer's recommendations.

Seal concrete surfaces and cracks in concrete using materials, surface preparation and application of high molecular weight 1.

Cure repair as per Manufacturer's recommendations.4.

original dimensions and shape of the concrete element.

Prepare surface, mix and apply repair material in accordance to Manufacturer's recommendations. Restore surfaces and edges to the 3.

Remove all laitenace, loose and unsound material, oil, and other deleterious material from the repair area.2.

provide 1 inch clearance all around.

recommendations. When reinforcing bars or prestressing strand is exposed, remove concrete from around the rebar or strand to

Spall Repair Configurations on this sheet. Mechanically roughen the existing concrete mating surface per Manufacturer's

Carefully cut all feathered edges of the area to be repaired back to perpendicular to the surface of the concrete element. See Typical 1.

REPAIR NOTES:

Section 930. Verify that repair material chosen is suitable for overhead applications.

Use predominately vertical surface-high performance concrete repair materials that are listed on FDOT Approved Products List (APL) 6.

of the product.

Ensure repaired surfaces have a surface texture, finish and color which matches the appearance of the unaffected surrounding area 5.

compound.

the application of a curing Cure repair surfaces as recommended by the manufacturer of the repair material, such as wet cure or4.

Remove all laitenace, loose and unsound material, oil, and other deleterious material from the repair area.3.

location, description, dimensions, repair method and the materials used.

For each bridge, maintain the record of deficiencies and their repair methods. Ensure the record includes information about the 2.

Repair details on this sheet apply to overhead repairs located on the underside of concrete deck such as spalls at underside of decks.1.

GENERAL:

Proposed conduits must comply with FDOT Standard Specifications.4.

protect pedestrians and vehicles from electrical shock during repairs.

procedure, and methods used to the conduit repair including materials to be used and conduit replacement or repair

Once the conduit repairs have been coordinated with DOA and Engineer, Contractor will submit formal shop drawings for 3.

repair. DOA and Engineer will review the proposed repairs.

Contractor shall submit proposed conduit repairs to the Engineer and DOA including the materials needed for the 2.

manner to repair or replace the conduit.

the best Contractor shall inspect the broken conduits that require repair per the Repair Tables in order to determine1.

BROKEN CONDUITS:

Proposed conduits and new underdeck luminaries must comply with FDOT Standard Specifications.4.

to protect pedestrians and vehicles from electrical shock during repairs.

shop drawings for the underdeck lighting including materials to be used, electrical repair procedure, and methods used

Once underdeck repairs and replacements have been coordinated with DOA and Engineer, Contractor will submit formal 3.

Contractor.

review these findings and notify Contractor whether each light fixture will be repaired or replaced as indicated by be repaired or if it must be replaced and the materials needed for the repair or replacement. DOA and Engineer will

Contractor shall submit findings to the Engineer and DOA which include stating whether each damaged light fixture can 2.

etc).

entire substructure mounted light fixture needs to be replaced or if it can be repaired (broken bulbs, broken covers, Contractor shall inspect the lighting items that require repair per the Repair Tables in order to determine whether the 1.

UNDERDECK LIGHTING:

about the location, description, dimensions, repair method and the materials used.

For each bridge, maintain the record of deficiencies and their repair methods. Ensure the record includes information 2.

Repair details apply to broken bridge underdeck lighting and broken electrical conduits.1.

GENERAL:

B-5

TYPICAL BRIDGE REPAIR DETAILS (2 OF 5)

Existing Exp Jt

Existing Compression Seal

Standard Plans Index 458-110

Sealant per FDOT

Backer Rod and Silicone

Angle (Typ)

Existing Armor

Blockout (Typ)

Angle (Typ)

Existing Armor

Nosing (Typ)

Existing

Sealant

Silicone

Angle (Typ)

Existing Armor

Backer Rod

Standard Plans Index 458-110

Silicone Sealant per FDOT and Replace with Backer Rod and

Remove Existing Compression Seal

6" Existing Compression Seal

Nosing or Equal (Typ) Silspec 900 Polymeric Nosing or Equal (Typ)

Silspec 900 Polymeric

Concrete Deck

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

3/4/2022 10:50:55 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B0MiscDet02.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

EXISTING NOSING PRESENT NO EXISTING NOSING

EXPANSION JOINT REPAIR DETAILS

sealant.

After nosing has cured, install backer rod and silicone2.

recommendations.

material in accordance to Manufacturer's system or equal. Prepare surface, mix and apply nosing

Place new nosing using Silspec 900 polymeric nosing1.

STEP 2 - NEW NOSING AND SILCONE SEALANT JOINT

Type D silicone sealant that is listed on FDOT Approved Products List (APL) Section 932.

Use silicone sealant and backer rod that comply with FDOT Spec. Sections 458 and 932. Use a 5.

prior to applying the backer rod and silicone sealant.

Remove all loose and unsound material, oil, and other deleterious material from the armor angles 4.

levels of corrision or other deficiencies.

After removal of existing compression seal, notify engineer if existing armor angles show high 3.

used.

includes information about the location, description, dimensions, repair method and the materials

For each bridge, maintain the record of deficiencies and their repair methods. Ensure the record 2.

with a poured joint with backer rod per FDOT Standard Plans Index 458-110.

good condition. In the repair detail, the existing compression seal is to be removed and replaced

Repair detail is for expansion joints with deficient compression seals but with armor angles in 1.

NOTES:

EXPANSION JOINT REPAIR DETAIL 1

existing armor angle to remain)

(Replace compression seal with silicone sealant area.

material from the nosing unsound material, oil, and other deleterious

Clean rebar and concrete surfaces. Remove all laitenace, loose and 3.

Roughen concrete mating surface to 1/4" amplitude.2.

reinforcement.

proposed blockout for new nosing. Contractor shall not damage existing

Remove existing armor angle and compression seal and create the 1.

STEP 1 - REMOVAL OF EXISTING EXPANSION JOINT

material from the nosing area.material, oil, and other deleterious

Clean rebar and concrete surfaces. Remove all laitenace, loose and unsound 3.

Roughen concrete mating surface to 1/4" amplitude.2.

not damage existing reinforcement.

Remove existing nosing, armor angle and compression seal. Contractor shall 1.

STEP 1 - REMOVAL OF EXISTING EXPANSION JOINT

After nosing has cured, install backer rod and silicone sealant.2.

Manufacturer's recommendations.

Prepare surface, mix and apply nosing material in accordance to

Place new nosing using Silspec 900 polymeric nosing system or equal. 1.

STEP 2 - NEW NOSING AND SILCONE SEALANT JOINT

studs.

needed in order to remove armor angle to depth of angle. Increase slightly as

Min. depth of blockout shall be equal �

EXPANSION JOINT REPAIR DETAIL 2

(Replace existing armor angle and compression seal)

B-6

GENERAL DRAINAGE GRATING AND INLET SYSTEM REPAIR NOTES

used to replace broken grates.

the same size, style and thickness. Contractor shall submit shop drawings for replacement grates

5. Replace damaged grates in kind as per Manufacturer's recommendations. Replacement grates must be

Regulations.

of the water and debris collected in accordance with Federal, State, and Local Rules and or pumping system capable of removing water and debris into a collection bin. Remove and dispose

4. For inlet drainage systems that are clogged, clean inlets and drains using a jet/vacuuming system determine whether the inlets need to be cleaned and if damaged grates need to be replaced.

3. Contractor shall inspect the drainage systems that require repairs per Repair Tables in order to used.

includes information about the location, description, dimensions, repair method and the materials

2. For each bridge, maintain the record of deficiencies and their repair methods. Ensure the record

1. Repair Details apply to corroded and broken drainage gratings and clogged Inlet drainage systems.

TYPICAL BRIDGE REPAIR DETAILS (3 OF 5)

be Silspec 900 polymer nosing system.is listed on FDOT Approved Products List (APL) Section 932. Polymeric nosing shall

Use silicone sealant and backer rod that comply with FDOT Spec. Sections 458 and 932. Use a Type D silicone sealant that 5.

temporarily removed, Contractor shall note its location so that it can be returned to its correct position.

bonded dowels is not permitted as a construction option. During concrete removal, if reinforcement needs to be

Existing rebar shall be protected, salvaged and utilized in the new nosing. Cutting of this rebar and substitution of epoxy 4.

Depth of existing nosing is not known.3.

about the location, description, dimensions, repair method and the materials used.

For each bridge, maintain the record of deficiencies and their repair methods. Ensure the record includes information 2.

Standard Plans Index 458-110 and a new polymeric nosing.

compression seal, nosing, and armor angles are to be removed and replaced with a poured joint with backer rod per FDOT

Repair detail is for expansion joints with deficient compression seals and armor angles. In the repair detail, the existing 1.

NOTES:

Beam

Concrete

Exterior

Ground Line

Coating Limit

Class 5 Applied

Coating N.S. & F.S.

Class 5 Applied

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

3/4/2022 10:51:01 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B0MiscDet03.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

SURFACE COATING FINISH DETAIL

Class 5 Applied Finish Coating Notes:

1. All exposed surfaces with limits shown in the detail and the exposed surfaces of the end bents shall receive a

Class 5 applied finish coating to produce a uniform appearance. Method to be reviewed by the Engineer.

2. Clean the exposed surfaces and remove residual of previous coating by pressure washing before applying

Class 5 surface finish coating per FDOT Standard Spec

400-19.

3. After cleaning has been successfully completed, apply

Class 5 finish per FDOT Standard Spec. 400-15.2.6. The finish coat shall meet FED-STD-595, Table VIII, Shade

No. 36622. Use a Class 5 finish that is listed on the

FDOT Approved Product List (APL) Section 400.

B-7

TYPICAL BRIDGE REPAIR DETAILS (4 OF 5)

CEG

CEG

JSP

150 N. Orange Ave., Suite 200 Orlando, FL 32801 Tel: (407) 843-6552

Certificate of Authorization No. 8115

Khalid Motiwala, P.E. No. 50633

Perimeter

Rd.

BRIDGE 1

(#934260)

BRIDGE 2

(#934261)

BRIDGE 5

BRIDGE 3

BRIDGE 8

BRIDGE 4

BRIDGE 10

KM

MS

KM

PALM BEACH

INTERNATIONAL AIRPORT

1000 PBIA, SUITE 123

WEST PALM BEACH, FL 33406

LOCATION MAP

MS

James L. Turnage Blvd.

Belvedere Rd.

J a m e s L

T u r n a g e B lv d

BRIDGE 3

BRIDGE 8

PLAN

LEGEND

= Approximate Limits of Coating Installation Type 1

±100'-0"

±75'-0"

±100'-0"

±60'-0"

Bent 3

Bent 2

Bent 1

Existing

Expansion Joint

Column Below

(Typ. Col. Line 1)

Conc. Column (Typ.) Concrete

Pedestrian

Median (Typ.)

Curb (Typ.)

Curb (Typ.)

Existing

Expansion Joint

Column Below (Typ.

Beyond Col. Line 27)

Existing Conc.

Barriers (Typ.)

Pavement

Striping (Typ.)

Pavement

Striping (Typ.)

Existing concrete deck

MasterSeal P 255 Primer at a rate of 200 - 300 square feet per gallon

Existing concrete deck

Powerwash surface prior to shotblasting surface to ICRI profile 3

Existing coating

SURFACE PREPARATION DECK COATING INSTALLATION - TYPE 1

NOTES

1. Contractor shall verify all dimensions, locations, and conditions prior to construction.

2. Repair any voids or delaminated areas with epoxy patching materials prior to abrasive shotblasting.

3. Perform surface preparation in accordance with ICRI profile 3.

4. Apply coatings and aggregate per manufacturer recommended installation procedures and project specifications.

5. Work shall be performed in accordance with the

Traffic Control Plans.

6. Perform lane re-striping after coating work has completed in accordance with the project specifications.

7. Terminate coating utilizing saw cuts per coating manufacturer specifications (not to exceed 1/4" in depth).

8. Coating system must cure for a minimum of 24 hours after final coat and lane markings are installed prior to opening lanes to vehicular traffic.

251 2 3 4 27 29 30 31

Bridge 10

28-1 28-2

Bridge 8

Bridge 3

Terminal

Building

Bridge 5

= Approximate Limits of Coating Installation Type 2

Existing concrete deck

MasterSeal P 255 Primer at a rate of 200 - 300 square feet per gallon

MasterSeal M 265 Base

Coat at a rate of 55 - 60 square feet per gallon

DECK COATING INSTALLATION - TYPE 2

MasterSeal TC 295 Top Coat (at a rate of 60 - 80 square feet per gallon) w/ Alpha Star 16+40

Aggregate (at a rate of 15 pounds per 100 square feet)

DECK COATING INSTALLATION

MasterSeal TC 295 Top Coat (at a rate of 60 - 80 square feet per gallon) w/ Alpha Star 16+40

Aggregate (at a rate of 15 pounds per 100 square feet)

AutoCAD SHX Text N

AutoCAD SHX Text By

AutoCAD SHX Text Description

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Date

AutoCAD SHX Text By

AutoCAD SHX Text Description

AutoCAD SHX Text Date

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SHEET NO.

AutoCAD SHX Text 2/28/2022

AutoCAD SHX Text

2:30:35 PM

AutoCAD SHX Text C:\USERS\MATT.SAKAL\ONEDRIVE - AECOM DIRECTORY\DOCUMENTS\WORKING\60664604 - PBI-47-GARAGE REPAIRS\LOCAL CAD\B0MISCDET04.DWG

AutoCAD SHX Text

MATT.SAKAL

AutoCAD SHX Text

REF. DWG. NO.

AutoCAD SHX Text

SHEET TITLE:

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PROJECT NAME:

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TYPICAL BRIDGE REPAIR DETAILS (5 OF 5)

AutoCAD SHX Text

PBIA JAMES L. TURNAGE BLVD. BRIDGE REPAIR PLANS

AutoCAD SHX Text

Date By DescriptionDate

SHEET NO.

3/4/2022 10:51:02 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B0SumOfQuantities01.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by: BQ-1

SUMMARY OF QUANTITIES (1 OF 3)

BRIDGE 2 - Structural Quantities & Cost Estimate

SECTION PAY ITEMS REPAIR DESCRIPTION UNIT QUANTITY

GENERAL

C-105 Mobilization LS 1

102-1 MOT LS 1

SUPERSTRUCTURE

0413 154 Superstructure HL Cracks SF 22,578.2

0401 70 4 Superstructure Spalls and Delaminations CF 1.0

SUBSTRUCTURE

0413 154 Substructure HL Cracks SF 300.5

0411 1 Abutments Cracks > HL Gal 1.0

0411 2 Abutments Cracks > HL LF 3.9

0411 1 Piers Cracks > HL Gal 1.0

0411 2 Piers Cracks > HL LF 62.4

0350 5 Silicone Joint Seal LF 373.6

0715 11 225 Broken Pier Mounted Light EA 1

JOINTS 0458 1 22 Damaged Compression Joint Seal LF 342.1

SURFACE FINISH COATING 0400 143 Exposed Concrete Surfaces for Class 5 Finish SF 13,634.8

BRIDGE 1 - Structural Quantities & Cost Estimate

SECTION PAY ITEMS REPAIR DESCRIPTION UNIT QUANTITY

GENERAL

C-105 Mobilization LS 1

102-1 MOT LS 1

SUPERSTRUCTURE

0413 154 Superstructure HL Cracks SF 17,979.3

0401 70 4 Superstructure Spalls and Delaminations CF 3.2

SUBSTRUCTURE

0413 154 Substructure HL Cracks SF 0.1

0401 70 4 Substructure Spalls and Delaminations CF 3.9

0411 1 Piers Cracks > HL Gal 1.0

0411 2 Piers Cracks > HL LF 54.6

0715 11 225 Broken Pier Mounted Light EA 1

JOINTS 0458 1 22 Damaged Compression Joint Seal LF 294.6

SURFACE FINISH COATING 0400 143 Exposed Concrete Surfaces for Class 5 Finish SF 13,036.2

Date By DescriptionDate

SHEET NO.

3/4/2022 10:51:02 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B0SumOfQuantities01.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by: BQ-2

SUMMARY OF QUANTITIES (2 OF 3)

BRIDGE 5 - Structural Quantities & Cost Estimate

SECTION PAY ITEMS REPAIR DESCRIPTION UNIT QUANTITY

GENERAL

C-105 Mobilization LS 1

102-1 MOT LS 1

SUPERSTRUCTURE

0413 154 Superstructure HL Cracks SF 3,701.0

0401 70 4 Superstructure Spalls and Delaminations CF 12.0

0715 11 225 Defective Underside of Deck Lighting EA 12

SUBSTRUCTURE

0401 70 4 Substructure Spalls and Delaminations CF 1.8

0350 5 1 Joint Sealant at Column Base LF 49.0

JOINTS 0458 1 22 Damaged Compression Joint Seal LF 160.6

SURFACE FINISH COATING 0400 143 Exposed Concrete Surfaces for Class 5 Finish SF 5,423.5

BRIDGE 4 - Structural Quantities & Cost Estimate

SECTION PAY ITEMS REPAIR DESCRIPTION UNIT QUANTITY

GENERAL

C-105 Mobilization LS 1

102-1 MOT LS 1

SUPERSTRUCTURE

0413 154 Superstructure HL Cracks SF 1,857.7

0401 70 4 Superstructure Spalls and Delaminations CF 31.0

JOINTS 0458 1 22 Damaged Compression Joint Seal LF 77.0

SURFACE FINISH COATING 0400 143 Exposed Concrete Surfaces for Class 5 Finish SF 1,552.3

BRIDGE 3 - Structural Quantities & Cost Estimate

SECTION PAY ITEMS REPAIR DESCRIPTION UNIT QUANTITY

GENERAL

C-105 Mobilization LS 1

102-1 MOT LS 1

SUPERSTRUCTURE

0413 154 Superstructure HL Cracks SF 27,479

0401 70 4 Deck Spalls and Delaminations CF 4.4

SUBSTRUCTURE

0413 154 Abutments HL Cracks SF 1.3

0411 1 Abutments Cracks > HL Gal 1.0

0411 2 Abutments Cracks > HL LF 12.24

0401 70 4 Substructure Spalls and Delaminations SF 3.2

JOINTS 0458 1 22 Damaged Compression Joint Seal LF 357.5

MISCELLANEOUS

0635 2 50 Electrical (Corroded Electrical conduit with exposed wires) EA 1

0460 1 13 One Way Sign with Loose Bolts (Relocation) LB 4

0460 98 2 Pipe Hanger, Stainless (Corroded and Broken Fire Suppresion System) EA 14

MISC-1 Undercut Anchor (Corroded and Broken Fire Suppresion System) EA 14

MISC-2 Threaded Rod (Corroded and Broken Fire Suppresion System) EA 14

SURFACE FINISH COATING 0400 143 Exposed Concrete Surfaces for Class 5 Finish SF 47,519

FRICTION COURSE

P-102-1 Friction Course Repair (Northern Lanes) SF 3,232

P-102-2 Friction Course Repair (Passenger Droff off Lanes) SF 5,367

Notes:

undercut anchors in the deck and attaching new hangers.

1. The replacement of corroded and broken fire suppresion system includes work such as inspection of all hangers, high level manlift, installing under Pay Item 400 143.

2. Class 5 finish will not be applied to the architectural panels of Bridge 10. Pressure washing of these panels shall be performed and paid for replace existing grates as called for in plans.

It also includes all costs for labor, equipment, materials (including concrete), removing and disposing of existing grate, and incidentals necessary to temporary removal of grates and covers, any temporary pipe plugs necessary to complete the work, and disposal of all water and debris removed.

1. Pay item "Clogged/Broken Drainage Grates" includes all costs for labor, equipment, materials, and incidentals necessary for cleaning inlets, Notes:

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

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REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by: BQ-3

SUMMARY OF QUANTITIES (3 OF 3)

BRIDGE 8 - Structural Quantities & Cost Estimate

SECTION PAY ITEMS REPAIR DESCRIPTION UNIT QUANTITY

GENERAL

C-105 Mobilization LS 1

102-1 MOT LS 1

SUPERSTRUCTURE

0413 154 Superstructure HL Cracks SF 43,241.9

0401 70 4 Superstructure Spalls and Delaminations CF 14.8

SUBSTRUCTURE

0413 154 Substructure HL Cracks SF 2.0

0411 1 Abutments Cracks > HL Gal 1.0

0411 2 Abutments Cracks > HL LF 52.0

0411 1 Piers Cracks > HL Gal 4.0

0411 2 Piers Cracks > HL LF 639.6

0401 70 4 Substructure Spalls and Delaminations CF 1.3

JOINTS 0458 1 21 Bridge Deck Expansion Joint, Rehabilitation, Poured Joint with Backer Rod LF 464

FRICTION COURSE

P-102-1 Friction Course Repair (Northern Lanes) SF 819

P-102-2 Friction Course Repair (Passenger Droff off Lanes) SF 1,451

SURFACE FINISH COATING 0400 143 Exposed Concrete Surfaces for Class 5 Finish SF 18,174

BRIDGE 10 - Structural Quantities & Cost Estimate

SECTION PAY ITEMS REPAIR DESCRIPTION UNIT QUANTITY

GENERAL

C-105 Mobilization LS 1

102-1 MOT LS 1

SUPERSTRUCTURE

0413 154 Superstructure HL Cracks SF 43,264.2

0401 70 4 Superstructure Spalls and Delaminations CF 10.7

SUBSTRUCTURE

0401 70 4 Substructure Spalls & Delaminations CF 0.38

0411 1 Beam Caps Cracks > HL Gal 1.0

0411 2 Beam Caps Cracks > HL LF 239.2

JOINTS

0458 1 25 Damaged Compression Joint Seal LF 156.0

0458 1 35 Deck Joints with heavy debris LF 264.0

SURFACE FINISH COATING 0400 143 Exposed Concrete Surfaces for Class 5 Finish SF 106,920.5

MISCELLANEOUS 0506 3 Clogged/Broken Drainage Grates EA 7

254'-0" Overall Length of Bridge

254'-0" Overall Length of Bridge

90°00'00"

90°00'00" 76°30'00" 90°00'00"

FFBW Abutment 4

End Bridge CL Pier 2CL Pier 3

BL/PGL INBOUND BRIDGE

Approach

20'-0"

Span 1

95'-0"

Span 2

83'-0"

Span 3

76'-0"

Approach

20'-0"

Sta. 39+80.78

FFBW Abutment 4

End Bridge

Sta. 37+26.78

FFBW Abutment 1

Begin Bridge

Sta. 38+21.78

CL Pier 2

Sta. 39+04.78

CL Pier 3

Approach

20'-0"

Span 1

95'-0"

Span 2

83'-0"

Span 3

76'-0"

Approach

20'-0"

FFBW Abutment 1

Begin Bridge

CB 1

CB 3

CB 2

CB 4

CB 5

CB 6

CB 9

CB 7

CB 8

CB 1

CB 3

CB 2

CB 4

CB 5

CB 6

CB 7

CB 9

CB 10

CB 8

CB 3

CB 2

CB 4

CB 5

CB 6

CB 7

CB 8

CB 9

CB 10

CB 1

Rd.

Perimeter

(#934260)

BRIDGE 1

(#934261)

BRIDGE 2

BRIDGE 5

BRIDGE 3

BRIDGE 8

BRIDGE 4

BRIDGE 10

B r id g e

W id t h

Column 1

Column 2

Column 3

Column 1

Column 2

Column 3

(#934260)

BRIDGE 1

Direction of Stationing

P er im et er R oa dP e rim e te r R o a d

N o r t h

P e r im e t e r

R d

40+00 39+00 38+00 37+00

PLAN

ELEVATION

Measured along

Baseline/PGL

SlabSlab

Slab Slab

By Description

REVISIONS

Date By DescriptionDate

SHEET NO.

3/4/2022 10:51:04 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B1PlanElev01.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

LOCATION MAP

= MSE Wall11

= Slope Protection10

= Diaphragm 9

= Barrier 8

= Approach Slab 7

= Expansion Joint 6

= Pier Cap 5

= End Bent / Backwall 4

= Column 3

= Beam 2

= Deck 1

= General Repair/Replacement

= Repair Spall/Delamination

= Repair Cracks

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

James L. Turnage Blvd.

Belvedere Rd.

James L. Turnag e Blvd.

6 9�

4�

9� 5�

5�

9�

8 8

9�

4�

1 1

7 6

42�

9�

8 1

2�

9�

2�5 5�

6 6 6 71 1

9�

2�

9�

9� 9�

8 8

8 8 86 6

9� 9�

4�

5�

5� 5� structural member locations along the noted

� = Occurs at several

BRIDGE 1 - PLAN AND ELEVATION

LEGEND

= Centerline of BeamCB

B1-1

Date By DescriptionDate

SHEET NO.

3/4/2022 10:51:09 AM L:\Legacy\1513SR-MIAMI01\Projects\Structures\Projects\PBIA\900-CAD-GIS\910 CAD\Bridge Repairs\B1RepairTables01.dgnmario.ramos

REF. DWG. NO.

Tel: (305) 262-7466

Coral Gables, FL 33134 2 Alhambra Plaza, Suite 900

Saul Perez, P.E. No. 37337

SP

INTERNATIONAL AIRPORT

PALM BEACH

By DescriptionDate

MAR

Drawn By:

Checked by:

Designed by:

Checked by:

LEGEND:

Between=Btw

South Face=SF

North Face=NF

West Face=WF

East Face=EF

B1-2

BRIDGE 1 - REPAIR TABLES (1 OF 2)

Substructure Location Deficiency

Deficiency Dimensions / Quantities

Description Repair TypeSpall / Delamination Cracks

Width (in) Height (in)Depth (in) Vol. (cf) Width (in) Length (in)Depth (in) (Gal)

Epoxy

Abutment 1

Below Beam 2 Delamination 30 7 6 0.73 N/A - - - On Abutment wall Delamination Repair

South Cheekwall Spall/Delamination 3 12 6 0.13 N/A - - - Spall Repair

Below Beam 2 Vertical Crack N/A - - - 0.004 129 - - Apply Penetrant Sealer

Below Beam 4 Vertical Crack N/A - - - 0.004 129 - - Propagating from weep hole Apply Penetrant Sealer

Btw Beams 5 & 6 Vertical Crack N/A - - - 0.004 129 - - Propagating from weep hole Apply Penetrant Sealer

Backwall - Btw Beams 5 & 6 Vertical Crack N/A - - - 0.004 12 - - No access to full height Apply Penetrant Sealer

Backwall - South of Beam 10 Horizontal & Vertical Cracks N/A - - - 0.004 48 - - Map Cracking Apply Penetrant Sealer

Abutment 4

Below Beam 2 Vertical Crack N/A - - - 0.004 110 - - Propagating from weep hole Apply Penetrant Sealer

Below Beam 3 Vertical Crack N/A - - - 0.004 132 - - Propagating from weep hole Apply Penetrant Sealer

Btw Beams 3 & 4 Vertical Crack N/A - - - 0.004 132 - - Apply Penetrant Sealer

Below Beam 4 Vertical Crack N/A - - - 0.004 132 - - Propagating from weep hole Apply Penetrant Sealer

Below Beam 6 Vertical Crack N/A - - - 0.004 48 - - Propagating from weep hole Apply Penetrant Sealer

Btw Beams 6 & 7 Crack N/A - - - 0.004 24 - - Apply Penetrant Sealer

Below Beam 7 Vertical Crack N/A - - - 0.004 132 - - Propagating from weep hole Apply Penetrant Sealer

Below Beam 8 Vertical Crack N/A - - - 0.004 110 - - Propagating from weep hole Apply Penetrant Sealer

Below Beam 9 Vertical Crack N/A - - - 0.004 110 - - Propagating from weep hole Apply Penetrant Sealer

Total 0.86

NOTE: Northwest MSE wall near the center top of the wall has minor vegetation growth that needs to be removed.

Substructure Location Deficiency

Deficiency Dimensions / Quantities

Description Repair TypeSpall / Delamination Cracks

Width (in) Height (in)Depth (in) Vol. (cf) Width (in) Length (in)Depth (in) (Gal)

Epoxy

Pier 2

EF Pier Cap Btw Beams 3 & 4 3 Small Cracks N/A - - - 0.004 4 (2) & 6 - - Apply penetrant sealer

EF Pier Cap Btw Beams 4 & 5 Crack & Spall 2 2 0.25 0.001 0.004 36 - - Spall propagating from utility bracket Apply penetrant sealer

EF Pier Cap Btw Beams 5 & 6 Crack N/A - - - 0.004 36 - - Apply penetrant sealer

WF Pier cap Btw Beams 5 & 6 4 Cracks N/A - - - 0.004 24 Extend to the topside of pier cap Apply penetrant sealer

EF Pier Cap Below Beam 6 2 Cracks N/A - - - 0.004 4 & 6 - - Extends to Underside of pier cap Apply penetrant sealer

EF Pier Cap Below Beam 6 Crack N/A - - - 0.004 36 - - Extends to Underside of pier cap Apply penetrant sealer

EF Pier Cap Below Beam 7 Crack N/A - - - 0.004 12 - - Apply penetrant sealer

Pier 3

EF Pier Cap Btw Beams 1 & 3 6 Cracks N/A - - - 0.014 Up to 42 6 0.09 Some Cracks have efflorescence Epoxy Injection

EF Pier cap Below Beam 4 2 Cracks N/A - - - 0.004 Up to 36 - - Apply penetrant sealer

EF Pier Cap Btw beams 5 & 6 Crack N/A - - - 0.004 48 - - Apply penetrant sealer

EF Pier Cap Btw Beams 7 & 8 2 Cracks N/A - - - 0.004 Up to 24 - - Extend to Underside of pier cap Apply penetrant sealer

EF Pier Cap Btw Beams 9 & 10 5 Cracks N/A - - - 0.004 Up to 48 - - Shear cracks over previously repaired cracks Apply penetrant sealer

WF Pier Cap Btw Beams 1 & 3 6 Cracks N/A - - - 0.014 Up to 42 6 0.09 Some Cracks have efflorescence Epoxy Injection

WF Pier Cap Btw Beams 3 & 4 Crack N/A - - - 0.004 6 - - Extends to Underside of pier cap Apply penetrant sealer

WF of Beam 5 Pedestal Delamination 12 6 6 0.250 N/A - - - Delamination Repair

WF Pier Cap Btw Beams 6 & 7 Crack N/A - - - 0.004 6 - - Extends to Underside of pier cap Apply penetrant sealer

WF Pier Cap Btw Beams 6 & 7 Crack N/A - - - 0.004 48 - - Extends to Underside of pier cap Apply penetrant sealer

WF Pier Cap Below Beam 8 Crack N/A - - - 0.004 24 - - Shear cracks over previously repaired cracks Apply penetrant sealer

WF Pier Cap Btw Beams 8 & 9 3 Crack N/A - - - 0.004 Up to 30 - - Shear cracks over previously repaired cracks Apply penetrant sealer

Bottom NF of Column 3 Delamination 30 18 6 1.880 N/A - - - Delaminated Patch Delamination Repair

Total 0.18

NOTE: Light in pier cap 2 on east face between columns 1…