1. Q: Should the as-authorized Task 6 be included in the consultant cost proposals?
|
|
- Ellen Logan
- 5 years ago
- Views:
Transcription
1 1. Q: Should the as-authorized Task 6 be included in the consultant cost proposals? A: No, this will be added by amendment so don't include Task 6 in your cost proposals. The other as-authorized task of Phase 2 load ratings, however, should be included in the costs proposals. See RFP Addendum #2 for additional clarifications on cost proposal requirements. 2. Section 2.3 of the scope says to load rate all pier caps. Is this intended? A: Yes, all pier caps must be rated. 3. Q: Is Task 6 expected to be completed by November 2019? A: Yes, but we re not ruling out a possibility of a contract extension depending on where Task 6 takes us. 4. Q: What is WISDOT's role going to be on this project? A: They will be an active partner, reviewing deliverables and providing input. 5. Q: What is meant by stakeholder coordination? A: Our intent is for the selected consultant to know that it will have to coordinate things for traffic control and access, and be communicating with those types of stakeholders. 6. Q: Do we have an updated ADT for trucks? A: Not just yet. Nick Haltvick will look into this to try and get a better number. 7. Q: When will the latest fracture critical inspection report be done? A: No status on report just yet, but it will be made available when done. Next year's inspection is the routine. 8. Q: Are there aspects of the upcoming District 1 scoping contract that this consultant may need to do? A: Other than supplying the information required through this contract, we don t anticipate much overlap into the District s scoping contract. The District hasn t started its scoping contract yet. IF collaboration becomes necessary, this contract may be extended beyond November 2019 to accommodate that need, but that is not known at this time.
2 9. Q: Are there any DBE goals for this contract? A: No. We encourage DBE participation, but there isn t a numeric goal for this contract. 10. Q: (Task 4.4), Does MnDOT want pictures from the drone from above and below the deck? A: Yes. UPDATED 9/25/ Q: (Task 4.4), How many pictures does MnDOT want of the deck? One per span, 4 per span, 10 per span? 12. Q: (Task 4.4), How close should the drone be when the pictures are taken? 13. Q: (Task 4.4), For the interactive computer application, what system should it be based in, PC or Mac? A: PC. 14. Q: (Task 4.4), Are the system and photos to be stored locally on a hard drive, on a server, in the cloud, or some other storage system? 15. Q: (Task 4.4), Is this system to be run locally on a computer or web-based? 16. Q: (Task 4.4), Is MnDOT storing the photos and hosting the interactive computer application or the Contractor? A: Contractor will initially store photos and the interactive program will be a deliverable to MnDOT upon completion of the task. 17. Q: (Task 4.4), If the Contractor is providing the computer system, please provide the minimum specifications for the hardware.
3 18. Q: (Task 4.4), If MnDOT is storing the photos, will MnDOT provide the hardware to store the photos and access the application? If so, please define the specifications for the hardware provided by MnDOT. 19. Q: (Task 4.4), What standards for geotagging the photos should be used to define the location of the photos i.e. how close to actual location? 20. Q: (Task 4.4), Does geotagging need to include X,Y, and Z coordinates or X and Y? Are coordinates needed at all? 21. Q: (Task 4.4), Does MnDOT currently use a specific interactive computer application that they would like the Contractor to use for this project? A: No. 22. Q: (Task 4.4), Should the application have the ability to zoom in and out? A: Yes. 23. Q: (Task 4.4), Should the application have the ability to upload new photos and download existing photos? A: Yes. 24. Q: (Task 4.4), Should the application have the ability to print? A: Yes. 25. Q: (Task 4.4), If the proposed application requires a fee to activate and an annual fee to continue to access, will MnDOT pay for these fees? 26. Q: (Task 4.4), If stored in the cloud, will MnDOT pay for the storage costs in perpetuity?
4 A: No. 27. Q: (Task 4.4), Does MnDOT want a database for the photos with the geometric location of each photo shown or a 3D system with a photo-realistic representation of the bridge that the user could click a bridge location and get photos from near that location? Please define further the requirements for storing and accessing the photos. 28. Q: (Task 4.4), Does MnDOT have any geotagging information for the 600 existing photos to be cataloged? If so, please provide a description of this information. 29. Q: (Task 4.4), Where are the 600 existing photos currently stored? A: On the MnDOT Bridge Office server. 30. Q: (Task 4.4), How will the 600 existing photos be transmitted to the Contractor? A: Either through a MnDOT Workspace forum or FTP site. 31. Q: (Task 4.4), What format are the 600 photos currently stored in? Do they need to be converted to another format? A: JPG image. No perceived need to convert to another format, TBD in collaboration with State at a later date. 32. Q: (Task 4.4), How will MnDOT use these photos of the bridge deck in the future? A: For detailed photo documentation of the existing condition of the bridge deck, as a tool for use with consideration of future deck rehabilitation alternatives. 33. Q: (Supplemental Inspection), For the supplemental inspection and material sampling, can the Contractor use MnDOT s snooper vehicle? A: No. The scope of work states that Contractor will supply its own inspection vehicles.
5 34. Q: (Vessel Impact Study), Is the Vessel Impact Study simply applying the loads in AASHTO for vessel impacts to check the pier capacities or does it include an assessment of the piers and recommending potential pier protection measures? A: This includes an assessment of piers based on a study of the vessel traffic through both portals. We would only ask for potential pier protection measures in Task 6 (as-authorized). 35. Q: (Tasks 3.2 and 3.3), Does MnDOT want any wind tunnel testing for the Wind-Induced Vibration and Aeroelastic Instability Studies? A: We do not believe this is necessary at this time, although that must be determined by the selected consultant. 36. Q: Task 4.1 states a full chain drag survey was completed in Can this survey be provided? A: The chain drag survey will be provided upon contract notice to proceed. 37. Q: (Task 4.1), Does the delamination survey stated in Task 4.1 require the Contractor to compile the results of the 2011 chain drag survey and the 2017 infrared camera results into one survey? A: No. The infrared camera results were not comprehensive. 38. Q: (Task 4.1), Does the delamination survey stated in Task 4.1 require the Contractor to complete a chain drag survey of the entire deck? Does MnDOT want some other type of delamination survey? A: The entire deck needs to be chain dragged. If there are other methods for collecting this data, MnDOT would be open to conversation on these. 39. Q: (Task 4.2), In #2 for Task 4.2, does MnDOT want 6 total cores for the whole bridge or 6 cores for each of the piers listed in Task 2.3, Phase I (Pier 3, two representative piers from Piers 4-14 and 19-43, Pier 16 and 17, and one representative pier from Piers 44-51)? A: Six cores for each pier, with the exception of Piers 16 and 17 (clarified in the companion PowerPoint presentation from the informational meeting). 40. Q: (Task 4.2), Will MnDOT expose the footings on these piers to take cores of the footing or does the Contractor need to excavate the piers to the footing elevation? A: Contractor must supply its own inspection vehicles, so Contractor will also need to provide excavation services as well as services to return the site to its original condition.
6 41. Q: Is MnDOT requiring concrete cores to be taken underwater at the footings for Piers 16 and 17? A: No. See response to Question # Q: For the delamination survey of the existing piers, does MnDOT only want the visible delamination recorded or a more extensive survey indicating delamination below the concrete surface? A: It is envisioned that the piers will be sounded to identify the majority of the delamination, not just areas that are visible. 43. Q: For Task 6, it states State desires to explore extending the service life of all bridge elements, except for the truss spans. Does this mean the work specified in Task 6 will not include the truss spans? A: Correct. 44. Q: Task 6 indicates it will be an as-authorized task. Does this mean Task 6 should not be included in the Cost Proposal? If included in the Cost Proposal, will it be included in the scoring evaluation? A: Task 6 should not be included in costs proposals; however, Task 6 must be included in the Contractor s work plan and schedule. See RFP Addendum #2 for additional clarifications on cost proposal requirements. 45. Q: For Task 6, how long does MnDOT want to extend the service life of all of the bridge elements? Is there only one time period to be analyzed or multiple time periods? If multiple, what are they? A: the extension of life will be based on the findings from the other tasks. There may be multiple time periods, but this in unknown at this time; as such, this will be an as-authorized task. UPDATED 10/2/ Q: (Task 2): Are both As-built and As-inspected ratings required or only As-inspected? A: Provide both as-built and as-inspected load ratings for only the Phase I Load Rating task. This will allow State and WisDOT to interpret the data with completion of this task prior to authorizing the Phase II Load Rating task that will required only the as inspected load ratings. NOTE: As-inspected in intended to be defined by existing bridge inspection data and the supplemental inspection data gathered by the consultant through this contract. As-inspected is NOT intended to mean an independent fracture critical or routine inspection of this bridge.
7 47. Q: (Task 4.4): For the photographs of the bridge deck taken by the drone as requested in Task 4.4, the FAA will likely require the roadway to be closed while the drone is flying and taking photos. Will MnDOT provide traffic control to close the bridge in both directions if this is required by the FAA? A: MnDOT s understanding is that the FAA would not require closure while operating below the deck to take photos and the top of deck photos do not need to be taken with the use of a drone. Therefore, MnDOT would not provide traffic control to close both directions, nor would we allow a closure in both directions. MnDOT anticipates that the lane closures required for the routine inspection will suffice for traffic control needs. 48. Q: (RFP), Are resumes to be included in the 15-page limit? A: Yes. 49. Q: (RFP), Will 11 x17 pages be allowed and if so, will it count as two 8.5 x11 pages? A: An 11 x17 page may be used only for the project schedule. No other proposal narrative or information may be included on the 11 x17 page. The use of an 11 x17 page for the project schedule will count as one page toward the total page limit. See RFP Addendum # Q: (RFP), Can we bring 1 more person to the interview? A: Responders may include up to four project team members on its interview team. See RFP Addendum # Q: RFP notes for costs Identification of any cost information related to additional services or tasks. This should be included in the cost proposal, but clearly identify it as additional costs and not made part of the total project cost. But, it also notes not to include costs in the technical proposal. Is it OK to explain the additional services or tasks in the technical proposal, note them as not being part of the base cost but not actually give any cost information? A: Additional services or tasks must be identified and described as such in the technical proposal. Corresponding costs for proposed additional services or tasks must also be included in the cost proposal. They must be clearly separated from the baseline cost proposal. 52. The scope of work has several to be authorized tasks. Does MnDOT want these reported in the cost as additional tasks or part of the baseline cost?
8 A: Tasks noted as authorized must be included in the baseline cost proposal. Task 6 is the only as-authorized task that does not need to be included in the cost proposal, not in the baseline cost or as an additional task/service. Task 6 is intended to be addressed via contract amendment at a later date. 53. Q: Does MnDOT want a full sounding of the deck (i.e. chain drag) for the deck delamination survey or would they accept thermal imagery again? A: See Question Q: Will the bridge be fully closed for the July 2018 inspection or will this be done under lane closures? A: The inspection will be done under lane closures. 55. Q: Can we perform inspections from the deck other than the July 2018 Inspection Period? A: The intent is to make use of the traffic lane closures that will occur during the July 2018 routine inspection period. There would be another 3-week opportunity in July 2019 during the fracture critical inspection, but that is likely too late in the project since a November 2019 completion is anticipated. 56. Q: Is the July 2018 Inspection period a full closure? Will other lane-closure periods be available for inspection: A: The July 2018 inspection includes lane closures for placement of a snooper in one lane in one direction, with the adjacent lane open to traffic. The opposite direction will have both lanes open to traffic. These closures will occur Monday Thursday between the hours of 9:00 am 3: pm. This is planned for a three-week period with the possibility of extending to a fourth week as make-up for weather or other unanticipated delays. No other lane closure periods are currently planned to be available for inspection services. 57. Q: (Task c): What available data are we expected to use to assess the condition of the bottom side of the deck? A: MnDOT will provide traffic control during the July 2018 inspection period, and MnDOT has called for the selected consultant to provide its own snooper(s) for inspection to access the bridge, including the underside of the deck. Due to weight restrictions only one snooper is allowed to be on any one of the three main truss spans at a given time.
9 The selected consultant is expected to collect data from the inspection for further evaluation of the remaining life of the deck. MnDOT expects that samples taken to identify chloride profiles will be required along with other creative means, as proposed by the selected consultant, to collect data needed for assessment of the deck with respect to the corrosion threshold for use in assessment of the remaining service life of the deck. At a minimum, bridge element inspection data should be used. Other indicators of deterioration (i.e. photos, delamination survey using a spur tool, etc ) can be proposed by consultants to provide the best indication of the full depth of deterioration. 58. Q: (Task a), Are you looking for spot readings or for a specific area? A: Consultant teams must plan according to the limitations outlined in the previous question and provide a plan to assess the condition of the deck. MnDOT expects that the number of samples, sample sizes, and any spot readings will be based on the study of available data, including forthcoming results from additional inspections that have occurred in 2017, which are not currently available. 59. Q: (Task c): What method of testing is requested for electrical continuity testing? A: The results of electrical continuity testing will be used to develop deterioration curves and life expectancy of the bridge deck. The selected consultant must select a method that provides the appropriate level of results to provide an accurate estimate of life expectancy. 60. Q: (Task a): What kind of samples are requested? A: At a minimum, grout samples should be of sufficient volume to permit subsequent acid soluble chloride testing. 61. Q: (Task b): Do you mean chloride acid soluble testing is requested? A: Section b should read, Contractor will provide acid soluble chloride testing on the pier caps. Contractor may 62. Q: (Task c.ii): What means to identify the tendon profile is requested? What are the ducts made of?
10 A: MnDOT expects that plans and shop drawings would be the primary indicators, along with other means and methods proposed by the selected consultant. Check the bridge plans for identification of duct properties. 63. Q: (Task c.iii): What means to identify voids is requested? A: Means and methods to identify voids include visual inspection during sampling along with any other means and methods that may be reliable and available based on expert input from the selected consultant. 64. Q: (Task d.i): What test method for oxygen content is requested? A: UPDATED 10/4/17: The goal is to capture factors that may influence corrosion of the piling. The selected consultant must select a method that will allow for the use of this information to provide insight on the anticipated life of the piles AND the likelihood that active corrosion is an issue. 65. Q: (Task d.iv): What method of measuring specific conductance is requested? A: UPDATED 10/4/17: See Question Q: (Task d): What methods of measuring bacteria is requested? A: UPDATED 10/4/17: See Question Q: Task 4.3 requests that piling will be sampled for microbial influenced corrosion if significant corrosion is observed. Should these tests be included in the Cost Proposal? If so, how many tests should be assumed? A: Include in the baseline cost proposal and assume two tests per test pit.
S.P TH 65 (3rd Avenue Bridge) Industry Informational Meeting October 31, 2017
S.P. 2710-47 TH 65 (3rd Avenue Bridge) Industry Informational Meeting October 31, 2017 Outline o o o o o o o o o o Introductions Disclaimers Ground Rules Project Overview Consultant Contracts CMGC RFP
More informationUtilizing Unmanned Aircraft Systems (UAS) for Bridge Inspections. Presented by: Jennifer Zink, MnDOT Barritt Lovelace, Collins Engineers IBTTA 2016
Utilizing Unmanned Aircraft Systems (UAS) for Bridge Inspections Presented by: Jennifer Zink, MnDOT Barritt Lovelace, Collins Engineers IBTTA 2016 Phase I Project Background MnDOT Bridge Office identified
More informationQuestions Due: 12/11/14; Proposals Due 12/30/14: each by 2:00PM Central Standard Time
1. Q: Can you please confirm the Due Date? The Event Details on the webpage states 12/30/14, but when you click into Event Details in the Documents, it lists the Due Date as 12/5/14. A: Proposals are due
More informationNortheast Bridge Preservation Partnership Meeting
Northeast Bridge Preservation Partnership Meeting Superstructure Preservation Strategies Aetna Viaduct Superstructure Repairs Route I-84 City of Hartford, CT State Project No. 63-648 David A. Cutler, P.E.
More informationThe MnDOT Bridge Load Rating Manual Scope of Work and Deliverables
The MnDOT Bridge Load Rating Manual Scope of Work and Deliverables MnDOT Contract No. 1002409 Project Overview The State of Minnesota (STATE) has identified the need to compile a comprehensive manual to
More informationFACILITIES MANAGEMENT
FACILITIES MANAGEMENT Design & Construction August 18, 2017 Re: Request for Proposals- Third Party Testing and Special Inspections University of Iowa The University of Iowa, located in Iowa City, Iowa,
More informationSt. Croix River Crossing Project
St. Croix River Crossing Project Industry Update October 25 th, 2009 April 3, 2012 Project Area Minnesota Wisconsin Project Area Protected Resources Riverway Historic Properties Park Properties Endangered
More informationRequest for Proposal: City of Claremont Parking Garage Evaluation & Maintenance Program
Request for Proposal: City of Claremont Parking Garage Evaluation & Maintenance Program October 2015 Page 1 of 10 Table of Contents 1.0 General Information 2.0 Evaluation & Maintenance Program Overview
More informationUNDERWATER BRIDGE INSPECTION REPORT DISTRICT 3 - MORRISON COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 49528 CSAH NO. 26 OVER THE MISSISSIPPI RIVER DISTRICT 3 - MORRISON COUNTY OCTOBER 25, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS
More informationResponses to questions received following I-526 Wando Bridge closure As of May 31, 2018
Responses to questions received following I-526 Wando Bridge closure As of May 31, 2018 Structurally Deficient: 1. What is the definition? Bridges are considered structurally deficient where significant
More informationINSPECTION AND LOAD RATING OF P-T SEGMENTAL BRIDGES. Elias Ajami, PE Illinois Tollway Brett Sauter, PE, SE Ciorba Group
INSPECTION AND LOAD RATING OF P-T SEGMENTAL BRIDGES Elias Ajami, PE Illinois Tollway Brett Sauter, PE, SE Ciorba Group PRESENTATION SUMMARY 1. About the Illinois Tollway 2. Project Location and Information
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 15 OVER THE ARCOLA CHANNEL HENNEPIN COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 27510 CSAH NO. 15 OVER THE ARCOLA CHANNEL HENNEPIN COUNTY MAY 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC.
More informationWinona Bridge Work Package #6. Options Overview
Winona Bridge Work Package #6 Bridge No. 5900 (Existing Bridge) Approach Span Reconstructions Options Overview May 29, 2016 Background The scope of work on the Winona Bridge project consists of new Bridge
More informationExhibit A Mn/DOT Contract No
Exhibit A Mn/DOT Contract No. 98142 SCOPE OF WORK AND DELIVERABLES Preliminary Design Red Wing US 63 Bridge and Approach Roadways State Project (SP) 2515-21 SCOPE OVERVIEW... 2 SCHEDULE... 2 PROJECT TASK
More informationSECTION 55A1 ROBINSON TOWNSHIP, WASHINGTON COUNTY
WEEK ENDING SEPTEMBER 14, 2018 SECTION 55A1 ROBINSON TOWNSHIP, WASHINGTON COUNTY Contractor: Independence Excavating, Inc 1. Work Shift Day shift (M-F) with Saturday as a makeup day. 2. Traffic Candor
More informationREHABILITATION PACKAGE 4-a
4-a WINONA BRIDGE (BRIDGE 5900) REHABILITATION PACKAGE 4-a Rehab option 4-a is a rehabilitation package whereby all spans of the existing steel truss structure would be rehabilitated and strengthened.
More informationUNDERWATER BRIDGE INSPECTION REPORT RED RIVER OF THE NORTH DISTRICT 4 - CLAY COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 6646 CSAH NO. 36 OVER THE RED RIVER OF THE NORTH DISTRICT 4 - CLAY COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
More informationWell Road Project Accelerated Bridge Construction Using Self-Propelled Modular Transporters (SPMT s) By: Mark Bucci, P.E.
Well Road Project Accelerated Bridge Construction Using Self-Propelled Modular Transporters (SPMT s) By: Mark Bucci, P.E. Presentation Outline Project History Project Scope Construction Alternatives Plan
More informationCarter Bridge to Brooks Street Design Build RFI Questions and Answers
1. Project Limits -- Nick Wyatt of Kokosing Construction Co., Inc The project criteria defines the project limits by listing 19 bridges. However, portions of these structures were very recently overlayed
More informationCBP. Guidelines for Selection of Bridge Deck Overlays, Sealers, and Treatments. Survey of Transportation CONCRETE BRIDGE PRESERVATION.
Survey of Transportation CONCRETE BRIDGE PRESERVATION CBP Guidelines for Selection of Bridge Deck Overlays, Sealers, and Treatments by Paul D. Krauss, John S. Lawler, and Kimberly A. Steiner, Wiss, Janney,
More information2016 AASHTO Subcommittee on TSM&O
2016 AASHTO Subcommittee on TSM&O New Technology Trends for Transportation Unmanned Aerial Systems (UAS) for Transportation Purposes Steven J. Cook, P.E. Engineer of Operations & Maintenance Michigan Department
More informationThe Evolution of Structures Asset Management in Wisconsin
Dietsche, J.S. The Evolution of Structures Asset Management in Wisconsin April, 0 Word Count: 0 Joshua S. Dietsche Wisconsin Department of Transportation 0 Sheboygan Avenue, Room 0, Madison, WI 0 Phone:
More informationBridge Construction. Nick Haltvick North Region Bridge Construction Engineer May 17, Bridge Office mndot.gov/bridge/construction.
Bridge Construction Nick Haltvick North Region Bridge Construction Engineer May 17, 2017 Bridge Office mndot.gov/bridge/construction.html Topics Bridge Construction Unit Special Provisions Update Bridge
More informationBRIDGE INSPECTION Part of a diversified family of solutions. jmt.com
jmt.com BRIDGE INSPECTION Part of a diversified family of solutions Services Inspections Initial Routine In-Depth Special Underwater Fracture Critical Hands-on Emergency/Priority Repair Design Structural
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO COUNTY STATE AID HIGHWAY 10 OVER THE POMME DE TERRE RIVER DISTRICT 4 STEVENS COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 75501 COUNTY STATE AID HIGHWAY 10 OVER THE POMME DE TERRE RIVER DISTRICT 4 STEVENS COUNTY SEPTEMBER 24, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION
More informationSpecial Considerations for Maintenance of the Sunshine Skyway Bridge
Florida Department of TRANSPORTATION Special Considerations for Maintenance of the Sunshine Skyway Bridge 2014 NATIONAL BRIDGE PRESERVATION PARTNERSHIP CONFERENCE James J. Jacobsen, P.E. District Structures
More informationBridge Inspection. Part of a diversified family of solutions. www. jmt.com. An Employee Owned Company
Part of a diversified family of solutions www. jmt.com An Employee Owned Company Services Inspections Emergency/Priority Repair Design Structural Analysis & Load Ratings Testing & Sampling JMT provides
More informationBonner Bridge Replacement Update:
Bonner Bridge Replacement Update: Jerry D. Jennings, PE - NCDOT Division 1 Engineer Pablo A. Hernandez, - NCDOT Resident Engineer September 18, 2017 Bonner Bridge Replacement Timeline Refresher Bonner
More informationDesign-Build Selmon West Extension
TAMPA-HILLSBOROUGH COUNTY EXPRESSWAY AUTHORITY Letter of Clarification No. 1 FOR REQUESTS FOR PROPOSALS Design-Build Selmon West Extension Page 1 of 8 Letter of Clarification No. 1 ~ Date of Letter of
More informationParticipant Survey Results. Tyler Weldon P.E., CDOT DHM Maintenance Engineer Chris Enright, CDOT DHM
Participant Survey Results Tyler Weldon P.E., CDOT DHM Maintenance Engineer Chris Enright, CDOT DHM Which organization or agency are you with? State DOT 15 Engineering consultant 5 Colorado School of Mines
More informationUse of Hand-Held Thermographic Camera for Condition TPF-5(152)
Use of Hand-Held Thermographic Camera for Condition TPF-5(152) Glenn A.Washer, Ph.D. Department of Civil and Environmental Engineering University of Missouri washerg@missouri.edu Midwest Bridge Preservation
More informationState-Aid Bridge News July 20, 2004
State Aid Bridge Staff Changes Steve Brown State-Aid Bridge News July 20, 2004 We are pleased to announce the appointment of Steve Brown as the new State Aid Bridge Engineering Specialist. Mr. Brown previously
More informationState of Florida Department of Financial Services. Invitation to Negotiate DFS RM ITN 13/14-07 For Insurance Management System
State of Florida Department of Financial Services Invitation to Negotiate DFS RM ITN 13/14-07 For Insurance Management System Addendum #2 Modifications to the ITN documentation ITN, Section 2.2, Schedule
More informationUNDERWATER BRIDGE INSPECTION REPORT DISTRICT 7 WATONWAN COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 83001 CSAH 9 OVER THE WATONWAN RIVER DISTRICT 7 WATONWAN COUNTY SEPTEMBER 11, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO MSAS NO. 119 OVER THE RED LAKE RIVER DISTRICT 2 - POLK COUNTY, CITY OF EAST GRAND FORKS
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 60019 MSAS NO. 119 OVER THE RED LAKE RIVER DISTRICT 2 - POLK COUNTY, CITY OF EAST GRAND FORKS AUGUST 29, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF
More informationUNDERWATER BRIDGE INSPECTION REPORT RED RIVER OF THE NORTH DISTRICT 4 - CLAY COUNTY, CITY OF MOORHEAD
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 14511 MSAS NO. 115 OVER THE RED RIVER OF THE NORTH DISTRICT 4 - CLAY COUNTY, CITY OF MOORHEAD PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY
More informationMAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT EXIT 103 SOUTHBOUND UNDERPASS BRIDGE REHABILITATION MILE 103.0
MAINE TURNPIKE AUTHORITY ADDENDUM NO. 1 CONTRACT 2018.05 EXIT 103 SOUTHBOUND UNDERPASS BRIDGE REHABILITATION MILE 103.0 The bid opening date is Thursday March 15, 2018 at 11:00 a.m. The following changes
More informationUNDERWATER BRIDGE INSPECTION REPORT DISTRICT 4 - WILKIN COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 84505 CSAH NO. 14 OVER THE OTTER TAIL RIVER DISTRICT 4 - WILKIN COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC.
More informationBridge Deck and Pavement Evaluation
Using Ground Penetrating Radar, Infrared Thermography and High Resolution Imaging Technology Anthony Alongi, President Penetradar Corporation April 11, 2017 2017 NACE National Association of County Engineers
More informationChapter 13 Bridge Load Rating
Chapter 13 Bridge Load Rating Contents 13.1 General 13.1-1 13.1.1 WSDOT Rating (LRFR) 13.1-2 13.1.2 NBI Rating (LFR) 13.1-8 13.2 Special Rating Criteria 13.2-1 13.2.1 Dead Loads 13.2-1 13.2.2 Live Load
More informationSCOPE OF WORK AND DELIVERABLES
1.0 PROJECT OVERVIEW The State of Minnesota (State) has identified the need for the replacement of Bridge 5308, a railroad bridge that carries the Canadian Pacific Railroad (CP Rail) over Trunk Highway
More information2017 NMARC/ASMCRA. Take to the Skies: Using Drone Technology as a Tool
2017 NMARC/ASMCRA Take to the Skies: Using Drone Technology as a Tool Unmanned Aerial Systems (UAS) for Transportation Purposes Hilary Owen, P.E. Systems Operations Engineer Michigan Department of Transportation
More informationREQUEST FOR PROPOSALS
REQUEST FOR PROPOSALS College of Pharmacy Building Construct Deep Foundations Special Inspections and Testing Services University of Iowa Project #0329505 Addendum #1 Issued: Thursday, October 06, 2016
More informationSystem Preservation in Louisiana
System Preservation in Louisiana LA Transportation Conference Baton Rouge, LA January 9, 2009 Danny Tullier, P.E. Bridge Preventive Maintenance LA DOTD How Louisiana Obtained Highway Bridge Program Funding
More informationDEPARTMENT OF TRANSPORTATION. AGENCY: Federal Highway Administration (FHWA), Department of Transportation
This document is scheduled to be published in the Federal Register on 02/20/2015 and available online at http://federalregister.gov/a/2015-03167, and on FDsys.gov DEPARTMENT OF TRANSPORTATION [4910-22-P]
More informationAPPROACHES AND BRIDGE OVER TYE RIVER (RTE. 29 NBL) RFP QUESTIONS AND ANSWERS-REVISION 2
Project: APPROACHES AND BRIDGE OVER TYE RIVER (RTE. 29 NBL) PROJECT: 0029-005-130, C501, B645 RFP QUESTIONS AND ANSWERS-REVISION 2 Date: 12/04/09 Approaches and Bridge over Tye River (Rte. 29 NBL) Subject:
More informationI535 NB off ramp to I35 SB over I35 and the Burlington Northern Santa Fe (BNSF) Railroad I535 NB off ramp to I35 NB over I35 and the BNSF
Final Bridge Design Twin Ports Interchange Bridges State Project Nos. (SP) 6980-60, 6915-136, 6982-322 Exhibit A Scope of Services PROJECT OVERVIEW State has programmed the construction of the Twin Ports
More informationEffect of Grout Filling Condition on Corrosion of Prestressing Steel in Existing Prestressed Concrete Bridges
Effect of Grout Filling Condition on Corrosion of Prestressing Steel in Existing Prestressed Concrete Bridges Shu Kobayashi 1*, Yuichi Kitano 1*, Hideaki Taniguchi 1*, Yasushi Kunitomi 1* Yoshitomi Kimura
More informationPinellas Bayway Bridge Replacement
PT-13: Coastal and Ocean Engineering ENGI.8751 Undergraduate Student Forum Faculty of Engineering and Applied Science, Memorial University, St. john s, NL, Canada MARCH, 2013 Paper Code. (PT-13 - Wadden)
More informationA Phased Approach to Bridge Deck Asset Management and Condition Rating. Shane D. Boone, Ph.D. Vice President - NDE
A Phased Approach to Bridge Deck Asset Management and Condition Rating Shane D. Boone, Ph.D. Vice President - NDE Objectives of Presentation 1. Existing State Procedures for use of NDE A. Survey results
More information9 Conclusion. 9.1 Introduction
9 Conclusion 9.1 Introduction This final chapter presents a synthesis of the evaluation criteria leading to conclusions and recommendations. Also included is a summary of the current status of the Tappan
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 69J13 RAILROAD STREET OVER STORM SEWER CITY OF DULUTH
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 69J13 RAILROAD STREET OVER STORM SEWER CITY OF DULUTH JULY 26, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC.
More informationNational Transportation Safety Board Washington, D.C
E PLUR IBUS UNUM NATIONAL TRA SAFE T Y N S PORTATION B OAR D National Transportation Safety Board Washington, D.C. 20594 Safety Recommendation Date: January 15, 2008 In reply refer to: H-08-1 The Honorable
More informationCITY OF VALLEJO PUBLIC WORKS DEPARTMENT TRAFFIC IMPACT Analysis/Study GUIDELINES
The City Engineer, under the authority of the Public Works Director and recommendations from the Traffic Engineer, will make the final decision on the need for a traffic study. The purpose of the traffic
More informationCast in place concrete parapet and Ministry standard sidewalk railing.
BRIDGE INSPECTION BRIDGE NO./NAME 62-003A: Farwell Canyon FSR (21.00 KM) Inspection Date: September 12 th 2012 Inspected By: D. Chen, J. Rupar Gilliatt Year Built: 2007 Number of Spans: 3 Span Lengths:
More informationFracture Critical Bridge Inspection. Presented by MN/DOT Bridge Safety Inspections
Fracture Critical Bridge Inspection Presented by MN/DOT Bridge Safety Inspections MN/DOT s s fracture critical bridge inspection team performs in-depth and special inspections for State, County and City
More information103rd Annual T.H.E. Conference February 28 & March 1, 2017 University of Illinois at Urbana-Champaign. Planning and Design. of IL-104 BRIDGE OVER
103rd Annual T.H.E. Conference February 28 & March 1, 2017 University of Illinois at Urbana-Champaign Planning and Design of IL-104 BRIDGE OVER ILLINOIS RIVER MEREDOSIA, IL Presenter: Vinod C. Patel, PE,
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 3 OVER THE RED LAKE RIVER DISTRICT 2 - PENNINGTON COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 57518 CSAH NO. 3 OVER THE RED LAKE RIVER DISTRICT 2 - PENNINGTON COUNTY AUGUST 27, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY AYRES
More informationEngineering Design Process: Structural Design
Engineering Design Process: Structural Design Introduction Structural engineering is the design of structural elements and their connections that work together to support loads and maintain stability within
More informationREPAIR OF AN 80-YEAR- OLD DRY STACK WALL. Ryan Eaves, E.I.T. Bridge Division Geotechnical Branch
REPAIR OF AN 80-YEAR- OLD DRY STACK WALL Ryan Eaves, E.I.T. Bridge Division Geotechnical Branch October 2015 Project Location Located on Texas 290 90 miles southwest of San Angelo Remote area 10 miles
More informationSt. Anthony Falls I-35W Bridge Replacement. ASHE National Conference June 13, Dustin Thomas, P.E. I-35W Bridge Construction Engineer
St. Anthony Falls I-35W Bridge Replacement ASHE National Conference June 13, 2014 Dustin Thomas, P.E. I-35W Bridge Construction Engineer The Former Bridge - 9340 Opened to traffic in 1967 Steel truss bridge
More informationAlternatives Development Report. Twin Ports Interchange Reconstruction Project
Alternatives Development Report Twin Ports Interchange Reconstruction Project SP 6982-322 and SP 6980-60 City of Duluth St. Louis County, Minnesota Prepared for: Minnesota Department of Transportation
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO TRUNK HIGHWAY NO. 3 rd Avenue/Central Avenue OVER THE MISSISSIPPI RIVER
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 2440 TRUNK HIGHWAY NO. 3 rd Avenue/Central Avenue OVER THE MISSISSIPPI RIVER DISTRICT M HENNEPIN COUNTY OCTOBER 23, 2008 PREPARED FOR THE MINNESOTA DEPARTMENT
More informationTraffic Technical Memorandum: Hickman Road over Tuolumne River Bridge Replacement Project, Stanislaus County (BRLO-5938(199))
11060 White Rock Road, Suite 200 Rancho Cordova, CA 95670 Phone: (916) 363-4210 Fax: (916) 363-4230 M e m o r a n d u m To: Reena Gohil, Environmental Planner Date: May 30, 2017 California Department of
More informationAASHTOWare BrDR 6.8 Feature Tutorial ADJ1 Analysis with Routine Traffic in Adjacent Lane
AASHTOWare BrDR 6.8 Feature Tutorial ADJ1 Analysis with Routine Traffic in Adjacent Lane Topics Covered Methodology implemented for considering routine traffic in adjacent lane Allow distribution factors
More informationBridge Maintenance Painting Projects Design and Management Considerations
Bridge Maintenance Painting Projects Design and Management Considerations A Presentation to the 2018 Louisiana Transportation Conference Baton Rouge, Louisiana Are we still making progress? Things are
More informationATHABASCA RIVER BRIDGE REHABILITATION PROJECT
ATHABASCA RIVER BRIDGE REHABILITATION PROJECT PROJECT INFORMATION Project Name Athabasca River Bridge Rehabilitation Project Location Highway 40 (over the Athabasca River), Entrance, Alberta Year Completed
More informationMEETING MINUTES. ACEC-IL / IDOT Bridge Committee
MEETING MINUTES ACEC-IL / IDOT Bridge Committee Location: Illinois Department of Transportation 2300 S. Dirksen Parkway Springfield, IL Lower Level Auditorium Meeting Date: March 14, 2017 Topics Discussed:
More informationUNDERWATER BRIDGE INSPECTION REPORT DISTRICT 6 - RICE COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 66532 227 th STREET (TWP 45) OVER THE STRAIGHT RIVER DISTRICT 6 - RICE COUNTY SEPTEMBER 12, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION
More information1 layer of untreated timber running planks, 254 mm x 89 mm.
BRIDGE INSPECTION BRIDGE NO./NAME N2-103: Kootenay By-Pass (9.50 km) Inspection Date: September 23 rd, 2012 Inspected By: M. Hanson, R. Veitch Year Built: 1982 Number of Spans: 4 Span Lengths: Spans 1
More informationPRECAST CONCRETE GIRDER ERECTION
7.1 Precast Concrete Girder Erection - General Erection of precast concrete girders includes transporting the girders to the site, handling and temporary storage, installing anchor bolts, shear blocks
More informationNational overview of the bridge condition and management: Japan
National overview of the bridge condition and management: Japan CAESAR Center for Advanced Engineering Structural Assessment and Research, PWRI, Japan Road network in Japan Owner Highway # of bridges Heavy
More informationHUDSON TUNNEL PROJECT
HUDSON TUNNEL PROJECT NORTH BERGEN COMMUNITY MEETING Lido Restaurant 2600 Tonnelle Avenue North Bergen, NJ January 30, 2018 6:00-8:00 PM Agenda Project Overview Construction Activities in North Bergen
More informationMPA Project No. M524-C2 Project Title: Berth 11 & 14 Rehabilitation Location: Conley Terminal, South Boston, Massachusetts
MPA Project No. M524-C2 Project Title: Berth 11 & 14 Rehabilitation Location: Conley Terminal, South Boston, Massachusetts RESPONSES TO QUESTIONS and/or RFI s Date: 08/10/2017 The attention of Contractors
More informationPIER PROTECTION (VEHICLE COLLISION) September 13, 2018
PIER PROTECTION (VEHICLE COLLISION) September 13, 2018 Table of contents 1 Introduction 4-7 2 Investigation 8-19 3 Redirect vs. Structural Resistance 20-21 4 Redirect 22-33 5 Structural Resistance 34-39
More informationRt. 15/29 (SBL) Bridge Superstructure Replacement and Roadway Widening
Rt. 15/29 (SBL) Bridge Superstructure Replacement and Roadway Widening March 5, 2009 Nicholas J. Roper NOVA District Bridge Engineer Robert F. Price Resident Administrator of Loudoun/ Prince William Construction
More information2010 STATE BRIDGE ENGINEERS QUESTIONNAIRE
Gusset Plates 2010 STATE BRIDGE ENGINEERS QUESTIONNAIRE (50 Responses) Page 1 of 11 1) How many trusses are in your state? 2302 trusses owned by the state 8202 trusses owned by local agencies 2) What percentage
More informationMay 26, Required Attendance Yes_X_ No MEMORANDUM. Mr. Don Silies Attn: Mr. John Jacobs. Salvija Hofheimer. Project Showing
Project No.: 0264-122-108, C508, B602-5, B616, D604-5 UPC 57048 City of Norfolk and City of Virginia Beach Order #J66 Contract ID #C0000057048C08 Required Attendance Yes_X_ No MEMORANDUM TO: FR: RE: Salvija
More informationFACILITIES MANAGEMENT
FACILITIES MANAGEMENT Design & Construction REQUEST FOR PROPOSAL Third Party Testing and Special Inspections Parking Lots and Ramps Arts Campus Parking Reconfiguration Phase 2 Project #0674501 Addendum
More information2016 STRUCTURE INSPECTION APPRAISAL REPORT. Prepared For: THE CORPORATION OF THE TOWNSHIP OF AMARANTH COUNTY OF DUFFERIN
2016 STRUCTURE INSPECTION APPRAISAL REPORT Prepared For: THE CORPORATION OF THE TOWNSHIP OF AMARANTH COUNTY OF DUFFERIN by K. SMART ASSOCIATES LIMITED 8 McIntyre Drive Kitchener ON N2R 1H6 August 2016
More informationDecember 19, 2012 ADDENDUM NO. 11. To Prospective Bidders and Others on:
601096-12 December 19, 2012 ADDENDUM NO. 11 To Prospective Bidders and Others on: Technical/Price Proposals Postponed To: Thursday, January 17, 2013 @ 2:00 PM Transmitting the following Documents and Clarifications:
More information9D - BRIDGE INSPECTION
9D - BRIDGE INSPECTION 9:30 10:00 AM Summary of Safety Inspection Practices for Bridges with Fracture Critical Members 2015 HDR, Inc., all rights reserved. Summary of Safety Inspection Practices for Bridges
More informationWidening the Harrods Creek Arch Bridge
Approaches to Historic Bridge Rehabilitation Case Study #1 Widening the Harrods Creek Arch Bridge Richard Sutherland, P.E. Daryl Carter, P.E. Presenter s Logo 1 Case Study #1 Harrods Creek Arch Bridge
More informationJohn James Audubon Bridge
John James Audubon Bridge Cable-Stayed Main Span Over the Mississippi River Johns Hopkins University Whiting School of Engineering September 10, 2008 The Project Scheduled Time to Complete Estimated Number
More informationPrecast Concrete Pavement (R05)
Precast Concrete Pavement (R05) 1 Agenda SHRP2 Overview What is SHRP2? Focus Areas Implementation Assistance Technical Product Description Product Implementation Implementation Timeline Questions Source:
More informationCIVIL ENGINEERING BENEFITS OF BIM. Helping Civil Engineers do more with BIM
CIVIL ENGINEERING BENEFITS OF BIM Helping Civil Engineers do more with BIM CIVIL ENGINEERING BENEFITS OF BIM WHAT S INSIDE: 1 BENEFITS Keep constructability top-of-mind Improve project margins Make better
More informationUNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 5 (FRANKLIN AVENUE) OVER THE MISSISSIPPI RIVER HENNEPIN COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 2441 CSAH NO. 5 (FRANKLIN AVENUE) OVER THE MISSISSIPPI RIVER HENNEPIN COUNTY OCTOBER 29, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY
More informationAccelerated Bridge Construction (ABC) webinar Thursday, October 24, 2013 ABC Center at Florida International University (FIU) presents
Accelerated Bridge Construction (ABC) webinar Thursday, October 24, 2013 ABC Center at Florida International University (FIU) presents Washington State s Skagit River Bridge Emergency Slide Bijan Khaleghi
More informationIndiana ABC Experience
Introduction to the Milton-Madison Bridge Project Anne Rearick, PE INDOT Bridge Director Kevin Hetrick, PE INDOT Project Manager 10/14/2014 Slide 1 Indiana ABC Experience 2003 Bridge slide CSX RR over
More informationMINISTÈRE DES TRANSPORTS PRÉSENTATION POWERPOINT. REED M. ELLIS, Ph.D., P.Eng. Pièce MTQ-7
MINISTÈRE DES TRANSPORTS PRÉSENTATION POWERPOINT REED M. ELLIS, Ph.D., P.Eng Pièce MTQ-7 Commissaires M e Pierre Marc Johnson, président M. Armand Couture, ing. M. Roger Nicolet, ing., M.Sc. Comments on
More informationPHASING CONSIDERATIONS FOR BRIDGES
PHASING CONSIDERATIONS FOR BRIDGES Christopher Miller, P.E. 6/11/18 Table of contents 1 What Not to Do 3 2 Span Arrangement 4-9 3 4 5 6 Superstructure Geometric Considerations Superstructure Structural
More informationDESIGN-BUILD REPLACEMENT OUTDOOR DIGITAL SIGNAGE LYNX CENTRAL STATION RFP 18-R03 ADDENDUM NUMBER FOUR (4) DECEMBER 22, 2017
DESIGN-BUILD REPLACEMENT OUTDOOR DIGITAL SIGNAGE LYNX CENTRAL STATION RFP 18-R03 ADDENDUM NUMBER FOUR (4) DECEMBER 22, 2017 Clarification: 1) Proposal Due Date: January 26, 2018, at 2:00 p.m. EST. 2) No
More informationRFP6724 ASSET INVENTORY & APPRAISAL SERVICES INQUIRIES & RESPONSES
1.) The RFP says the contractor shall provide a Smart Barcode label that will hold all of the asset information. It will also have to apply a new bar code scan tag to the asset. We would like to clarify
More informationBridge Design Scope of Work
NOTE: This is a DRAFT of the RFP work scope for the Winona Bridge Project. All items contained herein are subject to change at MnDOT s sole discretion. 1.0 PROJECT OVERVIEW STATE has programmed the construction
More informationRESEARCH PROJECT AT UNIVERSITY OF NEVADA, RENO
RESEARCH PROJECT AT UNIVERSITY OF NEVADA, RENO QUARTERLY REPORT October 1, 2016 to December 31, 2016 Period Year 2 Project Shake Table Studies of a Bridge System with ABC Connections Submitted by M. Saiidi,
More informationPulaski Skyway Rocker-Bent Investigation Contract at Span 47 and 97
Pulaski Skyway Rocker-Bent Investigation Contract at Span 47 and 97 Route U.S. 1 & 9 (Pulaski Skyway) Contract No. 051183160 Town of Jersey City, Hudson County City of Newark, Essex County PRE-BID MEETING
More informationIronton Russell Bridge Project
Construction Update January 1, 2016 Rendering by URS Responsible for Construction Inspection & Engineering Prepared by: Brian Davidson, P.E. Project Overview The Ironton Russell Bridge Project entails
More informationERRATA SHEET RECORDING AND CODING GUIDE FOR THE STRUCTURE INVENTORY AND APPRAISAL OF THE NATION=S BRIDGES REPORT NO. FHWA-PD , DECEMBER 1995
ERRATA SHEET RECORDING AND CODING GUIDE FOR THE STRUCTURE INVENTORY AND APPRAISAL OF THE NATION=S BRIDGES REPORT NO. FHWA-PD-96-001, DECEMBER 1995 Page vi, INTRODUCTION Add the following paragraph at the
More information3. INSPECTION FINDINGS
3. INSPECTION FINDINGS Pier 40 is in overall Poor condition with 22% of the H-piles rated Major and 35% of the H-piles rated Severe, primarily due to severe corrosion within the splash zone at the top
More information