EXHIBIT “A”
DISTRICTWIDE LOCAL GOVERNMENT IN-DEPTH BRIDGE INSPECTION
FM No. 432907-1-72-03 / 432908-1-72-03
SCOPE OF SERVICES
Stage I Prepared by Pablo Orozco, P.E. MSCE OUTLINE OF CONTENTS
1.0 PROJECT OBJECTIVE ...... A-1 2.0 GENERAL DESCRIPTION ...... A-1 3.0 PERSONNEL REQUIREMENT ...... A-2 4.0 WORK ITEMS ...... A-3 4.1 Field Inspections ...... A-3 4.2 Inspection Reports ...... A-5 4.3 Underwater Inspection ...... A-6 4.4 Fracture Critical Inspection ...... A-6 4.5 Inspection of Gusset Plates in trusses ...... A-7 4.6 Channel and Scour Evaluation Data ...... A-7 4.7 Load Rating Analysis ...... A-7 4.8 Bridge Owners Communication ...... A-7 4.9 Emergency Response ...... A-8 5.0 QUALITY CONTROL / QUALITY ASSURANCE ...... A-8 5.1 Quality Reviews ...... A-8 5.2 Quality Records ...... A-8 5.3 Quality Assurance Plan ...... A-8 5.4 Quality Reviews by the Department ...... A-9 6.0 MATERIALS AND MANUALS ...... A-9 6.1 Materials to be Furnish by the Department ...... A-9 6.2 Manuals ...... A-9 7.0 WORK SCHEDULE AND PROGRESS REPORTS ...... A-10 7.1 Kick-Off Meeting...... A-10 7.2 Work Schedule ...... A-10 7.3 Progress Reports ...... A-10 8.0 ELECTRONIC DOCUMENT MANAGEMENT SYSTEM (EDMS)...... A-11 9.0 MISCELLANEOUS ...... A-12 9.1 Legal Proceedings ...... A-12 9.2 Errors and/or Omissions ...... A-12 9.3 Contradictions ...... A-12 10.0 ATTACHMENT A: Bridge Inspection List ...... A-12 CONSULTANT BRIDGE INSPECTION PROGRAM
1.0 PROJECT OBJECTIVE
Local Government bridges located within the geographical limits of the Department of Transportation District Six, herein after called the Department, are to be inspected in compliance with Federal and State regulations. Reference should be made to the following when applicable; National Bridge Inspection Standards, Code of Federal Regulations (CFR) Title 23, Part 650, Subpart C; Section 335.074, Florida Department of Transportation Rules, Chapter 14-48, Florida administrative Code (F.A.C).
2.0 GENERAL DESCRIPTION
The Consultant shall perform bridge inspection services, as described in this scope of services, and present inspection findings in the BrM format to an estimated total of 364 Bridges (see Attachment A). The consultant is responsible on their own expenses for procuring training in BrM for its employees. The Bridges are classified as On-System (Federal Aid or FA) and Off-System (Non-Federal Aid or NFA). The type and frequency of inspection shall comply with Florida Statutes and the Manual for Bridge and Other Structures Inspection and Reporting Procedure 850-010-030.
2.1 The following portions of the work are dynamic, therefore, the quantity for each work item is estimated:
Total Bridges …………..364 Bascules …………………10 Mechanical & Electrical…20 Federal AID ON …. 202 Under Water ...…………..251 Federal AID OFF …. 162 Fracture Critical …..……..19 (Includes Gusset Plate Inspections where needed) Interim 6 months ……...... 2 Interim 12 months …….…53
2.1.1 Bridges not listed in Attachment A will require initial inspection and application for new bridge numbers, when necessary, since prior inspections of these newly constructed or newly inventoried structures have not been performed.
2.1.2 All bridges that are newly constructed, rehabilitated, inventoried, having significant deterioration or not having a proper load rating analysis will required to have a new load rating calculations when approved by the Department.
2.2 The service period shall be twenty-four (24) months and shall begin from the date of the written notice to proceed issued by the Department.
2.3 For the purpose of this agreement, a structure is considered to be a bridge as defined in National Bridge Inspection Standards 23 CFR 650 Subpart C and it is located on public roads.
Stage I A-1 2.4 All services to be performed by the Consultant shall conform to the current National and State publications covering bridge inspection standards of practice. The following are references to be used during the contract terms:
2.4.1 State of Florida Statute 335.074. Safety Inspection of Bridges
2.4.2 National Bridge Inspection Standard Code of Federal Regulations 23 - Highways, Part 650, Subpart C
2.4.3 Bridge Inspector Reference Manual (B.I.R.M) U.S. Department of Transportation/Federal Highway Administration
2.4.4 Inspection of Fracture Critical Bridge Members FHWA-IP-86-26, U.S. Department of Transportation/Federal High Administration
2.4.5 Bridge and Other Structures Inspection and Reporting Procedures 850-010-030, Florida Department of Transportation (FDOT)
2.4.6 Bridge Load Rating Manual Procedures 850-010-035, FDOT
2.4.7 Bridge Underwater Operations Procedures 850-010-011, FDOT
2.4.8 American Association of State Highway and Transportation Officials (AASHTO) Manual for Bridge Element Inspection 2nd Edition, with 2011 and 2013 Interim Revisions, or current edition
2.4.9 The Manual for Bridge Evaluation 3rd Edition, with 2019 Interim Revisions, or current edition, AASHTO
2.4.10 AASHTOWare BrM User’s Manual — BrM 5.3 or later
2.4.11 Also see references in FDOT Procedures 850-010-030
3.0 PERSONNEL REQUIREMENT
3.1 A qualified individual, Lead Inspector, must be at the bridge site to supervise inspection activities at all times. To be qualified, an individual must be registered as a Professional Engineer in Florida and experienced in the inspection of bridges according to the National Bridge Inspection Standards or be confirmed officially by the Department as a Certified Bridge Inspector. Qualifications for certification as a bridge inspector are stated in the Rules of the Florida Department of Transportation, Chapter 14-48.0011, F.A.C.
3.2 An organizational chart shall be submitted to the Department for approval. The organizational chart shall include the names and registration numbers the proposed personnel, team size, and which individuals are assigned to the various work tasks.
3.3 The Consultant’s work shall be directed and performed by the personnel identified in the Stage I A-2 technical proposal as presented by the Consultant. Any changes in the indicated personnel shall be subject to review and approval by the Department, prior the person performing any work on this contract. The replacement of key personnel shall be done with personnel with similar qualifications. A minimum of seven (7) calendar days should be provided for the Department’s approval of a personnel change.
3.4 Each final Bridge Inspection and Load Rating Analysis Report shall be signed, dated, and sealed in accordance with Florida Statute 471.025 by the Professional Engineer who confirms the accuracy and completeness of the document. Lead Inspectors shall initial each Final Bridge Inspection report.
3.5 Due to the nature and scope of the required services, it may be desirable for the Consultant to subcontract portions of the work (i.e., underwater inspections, mechanical inspections, electrical inspections, load ratings analysis). The Consultant will be authorized to subcontract these services under the provisions of this agreement.
3.6 Subcontracting firms and the work they will perform shall be identified in the original proposal and organizational chart. The subcontracting firms must be approved in writing by the Department prior to initiation of any work. Any changes in the subcontracting firms or the work they will perform as indicated in the Consultant’s proposal are subject to review and approval by the Department as required in section 3.3 of this document.
3.7 The Consultant is responsible to keep informed all of their personnel, working under this contract, of changes that have been made in inspection and/or reporting procedures.
4.0 WORK ITEMS
4.1 Field Inspections
4.1.1 Field inspections must be conducted in accordance with the publications listed in Section 2 of this document. The Professional Engineer or Certified Bridge Inspector on site shall be responsible for identifying all elements within the structure; properly identifying all deficiencies; and assigning the proper element condition states.
4.1.2 The Lead Inspector is responsible for ensuring that the bridge numbers are in place and legible on each bridge. Painting of missing or illegible bridge number is part of every bridge inspection, not a separate pay item, during the term of this contract.
4.1.3 The removal of dirt and debris will be considered excessive when the effort requires more than one hour for the inspection team (2 staff) to perform. The Department should be consulted prior to any major cleaning operation. Bridge members and elements that cannot be inspected, prior to report publication, must be documented in the report as such, along with the reason for not inspecting them. The Consultant must perform proper planning in the event that the Department need to ask the bridge owner to perform cleaning operations, before the field inspection, to avoid a bridge inspection delinquency.
Stage I A-3 4.1.3.1 Terminology not commonly understood by non-inspection personnel should be minimized and undefined values or ratings shall not be used.
4.1.3.2 Where deficiency dimensions are documented, the actual width, length, depth, etc., and location on the member should be recorded. In cases where dimensioning every deficiency is impractical, the standard Department Table of Deficiency Dimension Classes, must be used in lieu of undefined general terms, such as narrow, fine, etc.
4.1.3.3 The probable cause of deficiencies should be identified. This serves two primary purposes; first, the most effective repair can only be determined if the source of the deficiency has been identified; second, when the same cause for a specific deficiency is documented repeatedly, a body of evidence becomes available to justify its elimination through a change in design.
4.1.3.4 Deficiencies described in previous bridge inspection reports must be addressed again in the Element Notes of the current report. A bridge inspection report must provide a comprehensive description of all deficiencies and state probable causes of the deficiencies, specify required corrective action, and contain an evaluation and picture of any previous corrective action noted if any.
4.1.3.5 Deficiency descriptions shall be in enough detail to allow rates of change to be monitored over consecutive inspections. This requires liberal use of size and location dimensions, sketches, and photographs. A sketch should illustrate only the essential features of a deficiency without distracting details. Sketches should be used only when a photograph is not practical or do not describe properly the deficiency. Photographs shall always be taken, reported and archived in color.
4.1.3.6 Gauge, mechanical clearances and electrical readings must be recorded in the Element Notes to be used for monitoring purposes. Previous readings should be compared to detect any inconsistencies with the subject element. This requirement will apply to those bridges with mechanical, electrical, or hydraulic components.
4.1.4 The Consultant shall not allow any bridge inspection team member to be a Team Leader on consecutive routine inspections on the same bridge. If this occurs, the Consultant shall re-inspect the bridge using another Team Leader at no charge to the Department.
4.1.5 If by field observation, deficiencies are sufficiently critical to warrant immediate and substantial traffic restrictions or closing of the bridge, the Department must be immediately verbally notified (no voicemail is accepted). Verbal notification must be confirmed with written notification to the Department within twenty-four (24) hours.
4.1.6 If one or more posting signs are missing from a structure that requires load carrying restrictions, the Consultant will immediately notify the Department in writing.
4.1.7 Traffic control procedures must be in accordance with the FHWA/USDOT Manual on Stage I A-4 Uniform Traffic Control Devices (MUTCD, current edition) and the Department’s Roadway and Traffic Design Standards (current edition). The Consultant is responsible for the coordination and implementation of the Maintenance of Traffic and to obtain all necessary lane closures approvals from the bridge owner when necessary.
4.1.8 The Consultant is responsible to coordinate with the bridge owner when permit access is required.
4.1.9 Color photographs and or sketches will be used to illustrate at least one typical example of a severe and/or common deficiency. When deficiencies are severe enough to warrant immediate repair, one photograph illustrating a typical example must be taken. When a photograph is taken, an object that provides a sense of scale such as a ruler should always be included in the photograph. The essential features of a deficiency shall be emphasized, by marking arrows or dimensions directly on the photograph. The date the photograph was taken shall always be marked on the front. Each copy of the report will have color photographs. Sketches or photos should be used to indicate the location of deficiencies. All deficiency photos will be included in the BrM report format. All other photo’s not relating to deficiencies will remain in the addendum.
4.2 Inspection Reports
4.2.1 The Consultant must develop, publish, and distribute electronic bridge reports for the Department and for the bridge owner, for any type of inspection performed. Each report will contain all documentation specified by this agreement and must meet the requirements of the Bridge and Other Inspection and Reporting Procedures 850-010- 030. All reports will be created in a BrM format, using most current release version. The Department will provide access to the BrM network. The Consultant is responsible for procuring BrM training for its employees. Each report will be presented in the BrM format, stored in EDMS and contain all documentation specified by this agreement.
4.2.2 Each bridge inspection report shall be prepared in letter size format (8 ½ in by 11 in). Addendums and sections of inspection performed by sub-consultants must be attached at the end of each report with proper signatures and seals.
4.2.3 Each bridge report must be submitted to the Department, for review, no later than forty- five (45) calendar days from the date of the field inspection. The Department will return records, within seven (7) calendar days, that do not conform to the specifications of this agreement or that are in error. Such revisions must be resubmitted to the Department within seven (7) calendar days. All reports shall be sign and seal and finally approved by the Department no latter that sixty (60) days from the inspection date.
4.2.4 After the acceptance of the report, the Consultant shall upload the final signed and sealed electronic copy to the Department’s EDMS system. The Consultant shall deliver, immediately, an electronic copy to its respective owner via certified mail, by hand or at scheduled meetings throughout the term of the contract. The Consultant shall obtain delivery signatures from the owner’s representative confirming the reports delivered on a digital media device. Stage I A-5 4.2.5 BrM Critical Deficiency Statement: It will be located on the first page of the BrM report. Written explanation will be provided, on the submittal letter and in the Structures Notes Section of the BrM report, under the heading of “CRITICAL DEFICIENCY”.
4.2.6 Traffic Restriction Statement: The BrM report should contain, in the Structures Notes Section, under the heading of “TRAFFIC RESTRICTIONS”, a statement describing the current posting requirements and the current field conditions.
4.2.7 Each Initial Bridge Inspection report transmitted to the bridge owner electronically and a paper copy must be top bound in a file folder as specified in the manual for Bridge and Other Structures Inspection and Reporting Procedure 850-010-030 with the bridge number printed on the index tab. The final signed and sealed Initial Bridge Inspection shall be uploaded to the Departments EDMS for retention.
4.2.8 The current Load Rating summary sheets for every structure in this contract will be provided to the Consultant. The Consultant will be responsible to use this sheet to verify and update the load rating data in BrM and to include this sheet at the end of every inspection report.
4.2.9 When a sub-consultant conducts any section of the field inspection, an addendum will be created by the sub-consultant and submitted along with the BrM report.
4.2.10 Evaluation of previous corrective action. The purpose of this section is to evaluate the effectiveness of repairs that were performed since the previous inspection. Repairs recommended in previous inspections but not completed shall be addresses in the “Recommended Corrective Action Section”. Each repair should be inspected carefully to determine if the repair effectively corrected the deficiency. A photograph must be included in the report for both cases, corrected and not corrected repairs.
4.3 Underwater Inspection
Underwater inspections shall be performed in accordance with the publications listed in Section 2 of this document. Also, underwater inspections are required, regardless of depth, on any portion of a bridge that cannot be adequately inspected without the use of divers or when scour problem exists. If no deficiencies are found, at least one general photograph must be included in the report of divers performing the inspection. At the discretion of the District Structures Maintenance Administrator, underwater inspections may be required for bridges undergoing significant scour after significant storms.
4.4 Fracture Critical Inspection
A qualified structural engineer must identify fracture critical members. Refer procedures 850-010-030. The documentation of this inspection shall be included in an addendum at the end of the BrM report with proper plans or sketches. Stage I A-6 4.5 Inspection of Gusset Plates in trusses
This inspection shall be performed according to procedure 850-010-030 and an addendum report shall be included at the end of the BrM report. This inspection will be performed along with the Fracture Critical inspection.
4.6 Channel and Scour Evaluation Data
Channel and scour evaluation should be performed according to Section 3.6.2.9 of procedure 850-010-030.
4.7 Load Rating Analysis
4.7.1 The Load rating analysis reports and documentations will follow the requirements established in the Department’s Procedure 850-010-030. An electronic signed and seal copy will be delivered to the Department and another copy will be delivered to the respective owner, after Department’s approval.
4.7.2 The Consultant will be responsible to update the load rating data in BrM once the analysis has been approved by the Department.
4.8 Bridge Owners Communication
4.8.1 The Consultant may be required to attend meetings, prepare and conduct workshops or any other kind of informational activities that could help the owner improve their Bridge Maintenance program. The Consultant must propose different informational activities for Department consideration. These activities will be discussed and negotiated during the Contract Negotiation period.
4.8.2 The Consultant should provide innovative ideas or approaches which would facilitate better sharing of information with the bridge owners, such as deficiencies, recommended maintenance alternatives, and any other strategies intended to preserve structural integrity of their structures under this contract.
4.8.3 At least one meeting per Bridge Owner may be scheduled through the contract term. The meetings may include a brief discussion of bridge inspection program, regulations, and objectives, an outline of the bridge owner’s responsibility to close or post bridges with recommended weight restrictions and to correct deficiencies that endanger the traveling public. The discussion of the bridge inspection program should cover as minimum the Department Rules Chapter 14-48, Bridge Inspection Standards, and the importance of notifying the Department when structures that are structurally or critically deficient has been repaired or replaced and when recommended weight restriction posting have been accomplished.
4.8.4 The Consultant will be responsible to update every Plan-of-Actions (POAs) for those Stage I A-7 scour critical bridges after each corresponding bridge inspection. The Consultant must encourage the local agencies to implement the POAs on their scour critical bridges. 4.8.5 The Consultant shall provide the bridge owners and the Department with the inspection schedule of their bridges. The information shall be transmitted with sufficient time to allow the bridge owner to plan their participation in the bridge inspection, if desired.
4.9 Emergency Response
The Consultant will provide the Department with services that include Emergency Inspections and Reports to structures, identified by the Department and listed on attachment “A”, after an emergency event occurs. This work will be paid under the Emergency task item included in this contract.
5.0 QUALITY CONTROL / QUALITY ASSURANCE
The Consultant shall have quality control and quality assurance procedures which shall be provided in written form to the Department for review and approval before the work begins. Quality control and quality assurance procedures are an integral part of this contract. The Department will perform quality assurance activities according to the District Six Structures Maintenance QA/QC Plan during the term of this contract.
5.1 Quality Reviews
5.1.1 The Consultant shall conduct quality reviews to make certain his organization is following the requirements cited in their scope of services. Quality reviews shall evaluate the adequacy of materials, documentation, processes, procedures, training, guidance, and staffing included under this contract.
5.1.2 The Quality Assurance Program should also have a second peer review level. The peer review can be conducted internally by the Consultant’s organization or by subcontracting the review to another consulting firm.
5.2 Quality Records
The Consultant shall maintain adequate records of the quality assurance actions performed by his organization (including subcontractors and vendors) on the services and products provided under this contract. All records shall indicate the nature and number of observations made, the number and type of deficiencies found, and the corrective action taken. These records shall be kept at the primary office site and shall be available to the Department for review during the contract term.
5.3 Quality Assurance Plan
The Consultant shall include a quality assurance plan in the proposal. The quality assurance plan should detail the procedures, evaluation criteria, and instructions to his organization to assure conformance with the contract. Significant changes to the scope of work and applicable manuals and procedures may require the Consultant to revise Stage I A-8 his quality assurance plan to keep it current with the scope of services. The plan shall include, but not be limited to the following areas: - Organization - Quality Reviews - Quality Records - Quality of Subcontractors and Vendors - Quality Assurance Certification
5.4 Quality Reviews by the Department
5.4.1 The Department will conduct quality assurance activities according to the District Six Structures Maintenance QA/QC Plan and the requirements cited in the scope of services. These quality reviews will be performed at different periods during the contract term. The Consultant will be notified prior to any of these quality reviews and shall be required to present all records and certifications upon request.
5.4.2 Subcontractors or vendors may be included as part of the quality review.
6.0 MATERIALS AND MANUALS
6.1 Materials to be Furnished by the Department
6.1.1 Prior Inspection Reports (Consultant will obtain them from BrM or EDMS).
6.1.2 State of Florida Department of Transportation Urban Area Functional Classification Map, for each urban area (CD from Planning Office)
6.1.3 BrM and EDMS access
6.1.4 Bridge Plans, when available
6.1.5 Load Rating Summary Forms (Consultant may obtain them from EDMS)
6.2 Manuals
Manuals listed in this document may be purchased from the vendors listed below:
6.2.1 FDOT Manuals Florida Department of Transportation Maps and Publications Sales, Mail Station 12 Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32428 850-414-4050
6.2.2 AASHTO Publications American Association of State Highway and Stage I A-9 Transportation Officials 444 N. Capitol Street, NW, Suite 225 Washington, D.C. 20001
6.2.3 FHWA Manuals U.S. Government Printing Office Washington, D.C. 20402
7.0 WORK SCHEDULE AND PROGRESS REPORTS
7.1 Kick-Off Meeting
7.1.1 The Department shall conduct a kick-off meeting before the Consultant start working on their first assignment. This meeting will include but will not be limited to the following personnel:
Department’s Project Manager Consultant’s Project Manager
7.1.2 The Department will explain the financial and administrative details of the contract, establish any ground rules upon which the work will be conducted, and transfer materials to be furnished by the Department.
7.1.3 The Consultant will provide the Department with the Consultant’s written quality control/quality assurance plan, a proposed work schedule and organizational chart. The list of major equipment shall indicate if the Consultant owns the equipment, and if not, his plans for obtaining the equipment.
7.2 Work Schedule
7.2.1 A proposed work schedule shall be submitted to the Department for approval. This schedule shall show how the Consultant anticipates the work will progress from month to month up to completion of this agreement. The work schedule shall be established in a manner that will ensure no bridge inspections will be delinquent. The Consultant is responsible to avoid any Bridge inspections delinquency. In the event that a bridge delinquency occurs, it will be penalized with Low Contract Grading on the Department’s Consultant Ratings system.
7.2.2 The Consultant shall perform periodical BrM reviews to avoid any delinquency event. The Consultant shall submit a verification schedule for the month to be inspected before the end of the preceding month. The supporting documentation review must include BrM Due Date reports.
7.3 Progress Reports
7.3.1 The Consultant shall submit on Mondays via e-mail weekly progress reports that show; work completed as measured against the proposed schedule. Weekly progress reports Stage I A-10 shall describe the work performed on each bridge during that month and to which task work order the work corresponds.
7.3.2 The Consultant shall meet with the Department on a monthly basis or as deemed necessary by the Department. The cost for this meeting is not a separate pay item.
8.0 ELECTRONIC DOCUMENT MANAGEMENT SYSTEM (EDMS)
8.1 The Consultant must follow the Department’s Electronic Document Management System (EDMS) Requirements.The purpose is to ensure that all records produce from this contract are legible, complete and retrievable once they are archived. All official documents will be stored as a PDF file (e.g.
8.2 The Consultant must obtain and maintain an active VPN connection which will be used to manage electronic documents in the department’s EDMS.
8.3 The Consultant must obtain and/or maintain the Enterprise EDMS software approved by the Department. The Department may provide a brief training of the application for the Consultant’s representative as requested.
8.4 In the event that Unacceptable Documents (a document that did not comply with the scanning/importing requirements such as legible, complete and retrievable) are identified, the document or relevant pages should be immediately re-scanned/re-imported and reviewed again to prevent document loss. No reports will be paid until they have been properly uploaded into EDMS and delivered to the respective bridge owner.
8.5 The Consultant shall provide personnel proficient in the use of computers to input Bridge Inspection Documents into EDMS. This will require familiarity with the Structures Management Document guidelines for EDMS posted on the Department’s webpage. Duties will include uploading/scanning, attributing (assigning information specific to the document) and retrieving documents that are archived electronically in EDMS.
8.6 The Consultant shall maintain an EDMS Log listing file upload name, date uploaded and brief description of the file contents. The EDMS Log should be shared with the Department on a monthly basis for QA/QC review.
8.7 The Consultant shall provide and have available the following hardware and software:
8.7.1 Computers with capabilities of efficiently work with BrM and EDMS and any other software needed to complete every task on this project.
8.7.2 Software: Operating Systems compatible with FDOT software’s Internet Browser & Add-ons compatible with FDOT EDMS
Stage I A-11 8.8 The Department shall provide instruction for obtaining VPN, EDMS and the use of the EDMS program.
9.0 MISCELLANEOUS
9.1 Legal Proceedings
The Consultant shall serve as an expert witness in any legal proceedings if required by the Department. The fee for these services shall be established if, and when, they are needed.
9.2 Errors and/or Omissions
The Consultant shall be responsible for the professional quality, technical accuracy and the coordination of all documents furnished by the Consultant under this contract. The Consultant shall, without additional compensation, correct or revise any errors and/or omissions (and approved corrections of same) that result from said firm’s substandard performance of the services described in this contract.
9.3 Contradictions
In the event of a contradiction between the provisions of Exhibit “A” and the Consultant’s technical proposal, the provisions of Exhibit “A” shall govern.
Stage I A-12 10.0 ATTACHMENT A: Bridge Inspection List
870168 Ives Dairy Rd over Snake Creek Canal C-9 874023 NW 42nd Ave over Carol City Canal Busway over Canal C-100-A (S. of NW 104th 870784 874024 NW 175th Street over Carol City Canal A-4 Street) 874025 N. Line Canal under NW 7th St. Busway over Canal C-100-C (N. of SW 136th 870785 Street) 874027 NW 25th St. North Line Canal Culvert 870786 Busway over Canal C-100 (SW 158th Street) 874028 NW 25th St. Ramp WB Br. 874240 Busway over Canal C1-N (S. of SW 186th 870787 874029 NW 25th St. Ramp EB Br Street) 870788 Sunset Drive over Sunset Lake Canal 874030 NW 22nd Ave over Biscayne Canal 870789 NW S River Drive over Lawrence Canal 874032 NW 32nd Ave over Biscayne Canal 870790 West 47th Street over Biscayne Waterway 874033 NW 12th Ave over Local Streets and RR Busway Extension over Canal C-102 (N. of SW 874035 N Miami Ave over Biscayne Canal 870979 244 St.) 874057 NE 23rd Ave over Oleta River Busway Extension over Canal C-102 (N. of SW 870980 232 St.) 874070 West Dixie Hwy over Snake Creek Canal Busway Extension over Black Creek Canal (S. of 870981 874071 West Dixie Hwy over Oleta River SW 211 St.) 874089 Port of Miami Interama over Oleta River (Sr 826 and NE 34th 873002 Avenue) 874090 Western Port BLVD over Port Cruise BLVD 873003 Sunset Park Canal & Dirti Road 874093 SW 288th Street over Canal C-103 874000 Busway Extension over Canal C-103 874094 NW s River Drive over FEC Canal 874001 Busway Extension over Canal C-103 874095 NW 74th Street over Miami Canal 874002 NW 37th Ave over Tamiami Canal 874096 NW 87th ave. over North Line Canal 874003 SW 168th Street over Canal L-31 N 874097 NW 87th ave. over Dressel Dairy Canal 874004 SW 155th Ave over Black Creek Canal NW 82nd Ave/W 24th Ave over Little River 874098 Canal 874005 NW 215th Street over Pal Ave Canal 874099 SW 137th Ave (SB) over Canal C-103 874006 SW 152nd Ave over Black Creek Canal 874100 SW 137th Street (NB) over Canal C-103 874007 NW 42nd Court over Tamiami Canal 874103 Black Creek Canal & SW 136 Av. 874009 NW 72nd Avenue over Miami Canal 874104 Old Dixie Hwy over Canal C-103 (Mowry) 874010 Central Blvd WB over West Service Rd. 874105 SW 296th Street over Canal C-103 (Mowry) 874011 Central Blvd WB over MIA Utility Corr. 874114 NW 37th ave over Snake Creek Canal 874012 Central Blvd EB over West Service Rd 874117 SW 117th Ave over Canal C-100 874013 Central Blvd EB over MIA Utility Corr. 874122 NW 95th Street over Little River Canal 874015 Ramp S1 and SC EB over West Service Rd 874127 North Miami Aver over Little River Canal 874016 Ramp S1 EB over MIA Utility Corr. 874129 Hook Square over Miami Canal 874017 NW 191st Street over Carol City Canal 874130 Curtiss Parkway over Miami Canal 874018 Naranja Lakes Blvd over C-103N Canal 874134 NW South River Drive over palmer Lake 874019 Tamiami Canal 874145 SE 4th Ave. over Miami Canal 874021 NW 52nd Ave over Carol City Canal 874149 NW 22nd Ave over Comfort Canal 874022 N. Line Canal under NW 12th St Stage I A-13 874161 Nw 17th Ave over Miami River 874246 SW 132 Ave over C4 Canal 874167 CR-94 over Drainage Canal 874247 SW 112th Ave over Miller Road Canal 874168 CR-94 over Drainage Canal 874248 Sw 47th Terrace over Westwood Lakes 874169 CR-94 over Drainage Canal 874249 NW 97 Av. Over SR 836 874170 CR-94 over Drainage Canal 874250 SW 320th Street over Canal C-103 S 874178 NE 10th Ave over Inlet Canal 874251 SW 57th Ave over Snapper Creek Canal 874180 NW 107th Ave. over Miami Canal 874254 Snapper Creek Drive over Sunset Park Canal 874181 NE 2nd Ave over Little River Canal 874255 SW 99th Ave over Snapper Creek Canal 874210 Atlantic Ave over Ocean Canal 874256 SW 117th Ave. over Town and Country Lake 874211 SW 127th Ave over Tamiami Canal 874257 SW 77th Ave. over Snapper Creek Canal 874212 SW 167th Ave over Canal C-103 874258 SW 79th Ave. over Snapper Creek Canal 874213 SW 122nd Ave over Tamiami Canal C-4 874264 2nd Ave. over the Miami River 874215 SW 94th Ave over Tamiami Canal C-4 874265 SW 187th Ave. over Canal C-103 874216 SW 97th Ave over Tamiami Canal C-4 874275 SW 42nd Ave. over Coral Gables Canal 874217 SW 92nd Ave over Tamiami Canal 874278 Maynada Street over Mahi Canal 874218 Atlantic Ave over Ocean Ave 874292 SW 168th Street over Canal C-100 874219 Atlantic Ave over ocean Canal 874293 Old Cutler Road over Cutler Canal C-100 Matheson Hmk Rd. over Matheson Hammock 874220 SW 129th CT over Royale Green Canal 874294 Canal SW 125th Ave over SW 60th Street Extension 874221 Canal 874295 Old Curler Rd. over Snapper Creek Canal 874222 SW 56th Street over Snapper Creek Canal 874296 SW 212 Street over Canal C-100-B SW 123rd Ave over SW 60th Street Extension SW 48th St. (Blue Rd) over Coral Gables Canal 874223 874302 Canal West SW 120th Ave over Sw 60th Street Extension SW 48th St (Blue Rd) over Coral Gables Canal 874224 874303 Canal East 874225 SW 172nd Ave over Canal C-103 874304 NW 79th Ave. over Miami Canal 874227 NW 7th Street over Canal C-4 874307 SW 117th Ave. over North Canal 874228 SW 72nd Ave over Coral Gables Canal 874308 SW 147th Ave. over Canal C-103 874229 NW 7th Ave over FEC and CSX Railroad 874310 SW 312th St. over Canal C-103 NW 138th Street over Miami Canal (Replaces 874231 874311 SW 152nd Ave. over Canal C-103 874179) 874313 SW 152nd Ave. over Canal C-103 874232 SW 127th Avenue over C-100 Canal 874315 SW 137th Ave. over Florida City Canal 874233 West Flagler Street over Snapper Creek Canal 874317 SW 107th Ave. over Military Canal 874235 SW 16th Street over Westbrook Canal 874319 SW 125th Ave. over Canal C-102 874237 SW 120 St. over Black Creek Canal 874334 NW 22nd Ave. over Little River Canal 874238 SW 97 Av. Over Westbrook Canal 874336 NW 32nd Ave. over Little River Canal (C-7) 874240 NW 25TH Street Viaduct 874337 NW 17th Ave. over Little River Canal 874241 SW 157th Avenue over Black Creek Canal C-1 874338 SW 127th Ave. over Black Creek Canal C-1W 874242 SW 182nd Ave over Canal C-103 874340 SW 184th Street over Black Creek Canal C-1W 874243 SW 75th Ave over Coral Gables Canal 874342 SW 202nd Ave. over Canal C-103 874245 Sw 24th Street over Coral Gables Canal 874343 SW 92nd Ave. over Canal C-100-C Stage I A-1 874345 SW 137th Ave. over Three Lakes Canal 874440 SW 192nd St. over Canal C-102 874347 SW 160th Street over Black Creek Canal 874441 SW 187th Ave. over Canal C-102 874350 SW 272nd St. over Canal C-103 874442 SW 152nd Ave. over Black Creek Canal (C-1W) 874351 N. River Dr. Flyover over NW 17th Ave. 874443 SW 147th Ave. over Canal C-102 874352 SW 217th Ave. over Canal C-103 874444 SW 216th Street over Canal C-102 874353 SW 312 Street over Canal C-103-N 874445 SW 232nd St. over Canal C-102 874354 SW 288 Street over Canal C-103-N 874446 SW 248th St. over Canal C-102 874355 SW 157th Ave. over Canal C-103-N 874447 SW 256th St. over Canal C-102 874356 SW 264th St. over Canal C-103-N 874448 SW 107th Ave. over Canal C-102 874357 SW 162nd Ave. over Canal C-103-N 874449 SW 124th Ave. over Canal C-102-N 874360 NW 67th Ave. over Biscayne Canal (C-8) 874450 SW 248th St. over Canal C-102-N 874362 NW 6th Ave. over Biscayne Canal 874454 SW 64th St. over SW 109th Ave. Canal 874372 NW 67th Ave. over Little River Canal 874455 SW 127th Ave. over Canal C-103 874383 NW 22nd Ave. over Miami River 874456 SW 117th Ave. over Canal C-103 874384 SW 102nd Place over Sunset Park Canal 874457 Old Dixie Highway over Canal C-103-N 874386 NW 22nd Ave. over Opa Locka Canal 874459 Venetian Causeway over I.W.W. 874398 SW 12th Street over Coral Park Canal 874460 Venetian Causeway over Biscayne Bay 874399 SW 92nd Ave. over Coral Park Canal 874461 Venetian Way over Biscayne Bay 874406 SW 75th Ave. over Coral Gables Loop Canal 874463 Venetian Way over Biscayne Bay 874414 SW 112th Ave. over Princeton Canal C-102 874465 Venetian Causeway over Biscayne Bay 874416 SW 97th Ave. over Canal C-100-C 874466 Venetian Causeway over Biscayne Bay 874417 SW 82nd Ave. over Canal C-100-C 874471 Venetian Way over Biscayne Bay 874418 SW 144th St. over Canal C-100-C 874472 Venetian Causeway over Biscayne Bay 874419 SW 124th St. over Canal C-100-A 874473 Venetian Causeway over Biscayne Bay 874420 SW 136th St. over Canal C-100-A 874474 Venetian Causeway over Biscayne Bay 874421 SW 144th St. over Canal C-100-A 874475 SW 248 St. over Black Creek Canal 874422 SW 77th Ave. over Canal C-100-A 874476 SW 328th St. over Levee L-31-E (C-107) 874423 SW 152nd St. over Canal 100-A 874477 Venetian Causeway over Biscayne Bay 874424 SW 168th St. over Cutler Canal C-100-A 874478 SW 2348th St. over Levee L-31E Barrow Canal 874425 SW 72nd Ave. over Swamp Area (Gully) 874480 SW 264th St. over Levee L-31E Barrow Canal 874430 Marlin Road over Bel Aire Canal C-1-N 874481 Venetian Way over Biscayne Bay 874431 Caribbean Blvd. over Bel Aire Canal C-1-N 874492 SW 424th St. over Canal C-110 874432 Old Cutler Rd. over Black Creek Canal 874494 SW 217th Ave. over Canal C-113 874433 SW 97th Ave. over Black Creek Canal 874501 SW 104th St. WB over Hammock Canal 874434 SW 216th St. over Black Creek Canal 874502 Hammock Blvd. SB over Hammock Canal 874436 Snapper Creek Dr. over SW 109th Ave. Canal 874503 Hammock Blvd. NB over Hammock Canal 874437 SW 197th Ave. over Canal C-102 874504 SW 104th St. EB over Hammock Canal 874438 SW 136th St. over Canal C-100-C 874505 SW 118th Ave. over SW 60th St. Ext. Canal 874439 SW 72nd Ave. over Snapper Creek Canal 874506 Hammock Blvd. NB over Hammock Canal
Stage I A-2 874507 Hammock Blvd. over Hammock Canal 875103 Kane Concourse over Indian Creek 874527 SW 67th Ave. over Snapper Creek Canal 875105 NE 123rd St. Over Relief Canal 874541 Rickenbacker Causeway over Biscayne Bay 875300 Alhambra circle over Coral Gables Canal 874542 WB Rickenbacker Cswy. Over Biscayne Bay 875301 Granada Blvd. over Coral Gables Canal Rickenbacker Causeway over Biscayne Bay Bear 874544 875302 Prado Blvd. over Arroyo Profundo Cut 875303 Isla Dorada Blvd. over Arroyo Sereno Rickenbacker Causeway over Intercoastal 874545 Waterway 875304 Ponce de Leon Blvd. over Ponce De Leon Blvd. 874555 SW 117th Ave. over Snapper Creek Canal 875305 Hardee Rd. (64th St.) over Coral Gables Canal 874600 NW 20th Street over Wagner Creek Canal 875306 Granada Blvd. over Coral Gables Canal 874603 NW 21st St. over Railroad Spur and Roadway 875307 Cocoplum Rd. EB over Lago Monaco 874609 Perimeter Road over Drainage Canal 875308 Lugo Ave. over Coral Bay 874610 NW 14th St. over Tamiami Canal 875309 Cocoplum Rd. WB over Lago Monaco 874612 NW 17th Ave. over Wagner Creek 875310 Pisano Ave. over Coral Gables Waterway 874613 Fountainbleau EB over Golf Course Cart Path 875701 The Strand over Golden Beach Canal 874614 Fountainbleau WB over Golf Course Cart Path 875702 Navona Ave. over Golden Beach Canal 874615 EB NW 21st St. over Railroad Spur & Roadway 875703 Verona Ave. over Golden Beach Canal 874635 Upper Drive over Airport Terminal & Park 875800 East 4th Ave. over Little River 874637 WB Fountainbleau Blvd. over Golf Cart Path 875801 Palm Ave. over Little River Canal 874638 EB Fountainbleau Blvd. over Golf Cart Path 875802 West 8th Ave. over Little River Canal EB NW 21st St. Off Ramp to NB SR 953 874641 875803 West 16th Ave. over Little River Canal (LeJeune) 874643 Miami Intermodal Center Exit Ramp 875804 W 4th Ave. Frontage over Little River Canal C-7 874644 Miami Intermodal Center Ramp "R" 875805 Hialeah East 2nd Ave. Over C-7 Canal WB NW 21 St. MIA Intrch. Over SR-953 876010 SW 162nd Ave. over Canal C-103S 874645 (LeJeune) 876100 Surfside Blvd. over Indian Creek EB NW 21 St. MIA Intrch. Over SR-953 874646 (LeJeune) 876300 NW 121st St. Way over Miami Canal WB NW 21 St. MIA Intrch. E of SR-953 876301 NW 116th Way over Miami Canal 874647 (LeJeune underpass) 876302 SB NW 105th Way over Miami Canal 874648 EB NW 21 St. MIA and MIC Ramps. 876303 NB NW 105th Way over Miami Canal 874663 Miami Ave. SB over Miami River 876400 NW 7th St. over Wagner Creek Canal 874664 Miami Ave. NB over Miami River 876401 NW 11th St. over Wagner Creek Canal 874668 SW 70th Ave. over Snapper Creek Canal 876402 NW 14th St. over Wagner Creek 874706 West 23rd St. over Collins Canal 876409 NW 18th Ave. over Lawrence Canal 874712 Pine Tree Dr. over Flamingo Waterway 876410 NW 29th Ave. over Comfort Canal 874755 SW 280th St. over Canal C-103-N 876411 NW 32nd Place over Comfort Canal 874756 NW 74th Ave. over Dressel Dairy Canal 876414 SE 8th St. over SE 8 St. at Biscayne Bay 874761 SW 136th St. over Levee L-31-N 876415 NW 17th Street over Wagner Creek Canal 874998 Seaport Causeway over Biscayne Bay 876416 NW 14th Ave. over Wagner Creek Canal 875101 NE 123rd St. over Intracoastal Waterway 876417 NW 34th Ave. over Comfort Canal 875102 NE 96th St. over Bay Harbor Waterway 876418 NE 9th Ave. over South Little River
Stage I A-3 876419 Park Road over Tamiami Canal 904153 CR 939 Sugarloaf B. over Unnamed Channel 876705 Washington Ave. over Collins Canal 904155 CR 939A over Sugarloaf Creek 876707 Sunset Drive over Sunset Lake Canal 904160 CR 939 over Unnamed Sugarloaf Canal 876708 Sunset Drive over Sunset Lake Canal 904250 Caribbean Drive over Summerland Key Cove 876710 West 29th Street over Sunset Lake Canal 904255 Copa D Oro Road over Unnamed Canal 876718 77th Street over E Biscayne Point Canal 904260 Yellow Tail Rd. over Unnamed Canal 876719 77th Street over Tatum Waterway 904305 Watson Blvd. Old 4A over Watson Cut 876721 Henedon Ave. over Biscayne Point Canal 904307 Fern Ave. over Joe's Canal 876726 Convention Cnt Dr. over Collins Canal 904310 Watson Blvd. over Unnamed Channel 876727 17th Street over Collins Canal 904320 Watson Rd. over Bogie Channel (Boot Key) 876728 Bay Drive over Normandy Waterway 904495 25th St. over Unnamed Canal 876729 Biarritz Dr. over Normandy Waterway 904510 112th St. over Caloosa Channel 876731 Bridge Road over ICWW 904512 116th St. over Venice Waterway 876732 73rd St. over Tatum Waterway 904515 117th St. over Vaca Channel #1 876733 Fountain Street over Biscayne Bay 904517 117th St. over Vaca Channel #2 876734 Palm Way over Biscayne Bay 904532 Sadowske Blvd Over Unnamed Canal 876735 85th Street over Tatum Waterway 904540 Coco Plum Rd. over Bonefish Bay 876736 Pine Tree Dr. over Lagorce Canal 904600 Duck Key Drive over Toms Harbor Channel 876737 Noremac Ave. over Biscayne Point Canal 904602 Duck Key Drive over Unnamed Channel 876738 Cleveland Road over W. Biscayne Point Canal 904603 Bimini Drive over Sams Canal 876739 Daytonia Rd. over West Biscayne Point Canal 904604 Harbour Drive over Joe's Canal 876740 Meridian Ave. over Collins Canal 904606 Seaview Dr. over Unnamed Canal 876741 West Avenue over Collins Canal 904908 Valois Blvd. over Canal 877301 Bayshore Dr. over Waterway 904910 Bahama Rd. over Unnamed Canal 877302 N. Bayshore Dr. over Unnamed Channel 904980 CR 905A over Steam Boat Creek 877500 NE 19th Ave. over Snake Creek Canal (C-9) 904982 Card Sound Rd. over Tubbys Creek 877501 NE 15th Ave. over Snake Creek Canal C-9 904984 Card Sound Rd. over Mosquito Creek 878001 NE 88th Street over Point Lake Canal 904986 Card Sound Rd. over Saunders Creek 878101 SW 109th Ave. over Tamiami Canal 904990 Card Sound Rd. over I.C.W.W. 878400 West Mashta Dr. over Biscayne Bay Canal 878500 Yacht Club Way Bridge 900801 John Penekamp Park 900802 Bahia Honda 903803 Curry Hammoock 904025 Palm Ave. over Garrison Bight 904110 CR 941 over Geiger Key Cut 904120 CR 941 over Similar Sound Local Canal 904140 Palm Drive over Bay Point Canal 904152 Shore Drive over Unnamed Channel
Stage I A-4