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2090 Palm Beach Lakes Blvd. Suite 600 West Palm Beach, FL 33409
PALM BEACH COUNTY DEPARTMENT OF AIRPORTS 846 PALM BEACH INTERNATIONAL AIRPORT
WEST PALM BEACH, FLORIDA 33406
DISADVANTAGED BUSINESS ENTERPRISE OUTREACH MEETING
November 16, 2017
2:00 PM
AECOM INDUSTRY RANKINGS
2017 ENR Rankings
#1 Top 150 Global Design Firms #1 Top 500 Design Firms #1 Pure Design #1 Transportation #1 General Building
Mass Transit/Rail 1 Marine and Port Facilities 1 Power 3 Retail 11 Sanitary and Storm Sewers 2 Sports Facilities 5 Transmission and Distribution 5 Transportation 1 Wastewater Treatment Plants 2
Airports 1 Bridges 4 Chemical & Soil Remediation 3 Commercial Offices 2 Correctional Facilities 1 Education 1 General Building 1 Government Offices 2 Highways 1 Hydroplants 5
RECENT PAVING PROJECTS
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PBI CONSTRUCTION PROJECTS WITH AECOM
Air Cargo Apron Rehabilitation
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Reconstruction and Rehabilitation of existing Portland Cement Concrete (PCC) Apron
Installation of additional asphalt pavement adjacent to existing PCC Apron
Replace Power Pedestal New Conduit/Wiring ¾” x 20’ Ground Rods in new PCC Installation of new Markings
DBE Goal: 15% Total Bid Amount: $2,775,890.75
Concourse A/B Commuter Apron and Taxilane Rehabilitation
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Rehabilitation and Reconstruction of existing Hot Mix Asphalt (HMA) pavement
Replacement of existing HMA with new Portland Cement Concrete (PCC) to expand the West Remote Ramp
Cleaning and resealing of the existing pavement joints adjacent to Concourse B
Crack and Spall repairs adjacent to Concourse B Associated New Markings and Electrical Work
DBE Goal: 15% Total Bid Amount: $3,894,964.00
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Rehabilitation of Taxiway C and its intersecting pavement areas (including shoulders)
Taxiway C shoulder widening/extensions to comply with ADG IV requirements
Grading improvements within the Taxiway Safety Areas Improvements of Airfield Lighting and Signage System Modifications to existing In-pavement Runway Guard
Lighting System; Modifications to existing ALCMS; Regulators and Electrical Vault Modifications
DBE Goal: 14% Total Bid Amount: $7,146,930.00
Rehabilitation of Taxiway C
Taxiway A Rehabilitation
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Mill/overlay of asphalt Taxiway A between Taxiway F and Taxiway W
Mill/overlay of asphalt Taxiway A1 between Taxiway A and Taxiway C
Mill/overlay of asphalt Taxiway A between Taxiway B and Runway 14-32
Taxiway connector fillet and shoulder widening; earthwork; and associated electrical improvements will be done to all phases of the project.
DBE Goal: 14% Total Bid Amount: $2,740,370.00
Runway 10R-28L Rehabilitation
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Improvements to the pavement and turf grading within the Runway Safety Area (RSA).
Variable depth mill/overlay along the majority of Runway 10R-28L and interconnecting taxiways within the RSA.
Possible Partial and/or Full depth reconstruction. Remove angled Taxiway S and expansive pavement at
Taxiway R that connects to Runway 10R. Construct new 90 degree Taxiway L2 connector and
widen Taxiway R connector to Runway 10R.
DBE Goal: 14% Total Bid Amount: $2,149,892.64
Quality Control Program Section 100 (General Provisions)
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Description of Program Quality Control Organization Quality Control Technicians Project Progress Schedule Submittals Schedule Inspections Requirements Quality Control Testing Plan Documentation Corrective Action Requirements Surveillance By The Engineer Noncompliance
Technical Specifications Item P-101 Surface Preparation
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Bituminous Pavement Removal – Full Depth Bituminous Pavement Milling Clean-up Sawcutting Bituminous Pavement Crack Sealing
Technical Specifications Item P-152 Excavation, Subgrade & Embankment
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Excavation Subgrade
Compaction requirements Protection of subgrade
Technical Specifications Item P-211 Lime Rock Base Course
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Source of supply Placing and spreading Compaction requirements Finishing Thickness control Protection
Technical Specifications Item P-401 Hot Mix Asphalt (HMA) Pavement
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Job mix formula (JMF) Test section Weather Limitations Equipment
Material Transfer Vehicle (MTV) HMA Pavers Rollers
Laydown Plan, transporting, placing, and finishing Joints/Cold Joints Acceptance
Density requirements Thickness Smoothness Grade
Technical Specifications Item P-501 Portland Cement Concrete (PCC) Pavement
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Mix design Equipment Forms Mixing concrete Limitations on mixing and placing Placing concrete Joints
Construction Contraction
Finishing Curing Testing
Technical Specifications Item P-603 Bituminous Tack Coat
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Bituminous material Weather limitations Application rate
Technical Specifications Item P-610 Structural Portland Cement Concrete
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Qualifications for concrete testing services Mixing conditions Forms Reinforcement Placing concrete Joints
Construction Expansion
Finish Curing and protection
Technical Specifications Item P-620 Runway & Taxiway Markings
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Material acceptance Reflective media
Type III – Yellow Type I – Red
Preparation of surface Markings removal Test strip Application rate/tolerances Temporary markings
First coat 24 hours after paving
Final permanent markings Second coat 30 days after paving
Thank you
DISADVANTAGED BUSINESS ENTERPRISE OUTREACH MEETING
November 16, 2017
2:00 PM
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