Allowable Lane Closure Hours. for the. State Highway System. Hampton Roads District. Virginia Department of Transportation.
|
|
- Johnathan Potter
- 6 years ago
- Views:
Transcription
1 Allowable Lane Closure Hours for the State Highway System in Hampton Roads District Virginia Department of Transportation June 06
2 Allowable Lane Closure Hours Hampton Roads District Revisions Date Description Pages Enter revision date Enter a description of the revision including what has changed and for what reason. Enter affected page numbers. All revisions shall be approved by the Regional Operations Director.. Revisions shall be inserted into the document as new pages with the changes highlighted and identified with the revision date at the bottom of the page.
3 Policy (IIM-LD-4/TED-35) The Virginia Department of Transportation is committed in providing safe and efficient movement of motorized and non-motorized traffic through or around roadway work zones as well as providing protection for workers and equipment located within work zones. VDOT will focus on roadway visibility and functionality of temporary traffic control in work zones and traffic flow through the work zone. Emphasis will begin with the preliminary engineering stages and carried through to the completion of all work, including post construction reviews. Compliance with this guidance is consistent with the Department s goal of reducing work zone crashes and improving travel time thereby benefiting all citizens of the Commonwealth. This guidance outlines recommended procedures to be followed and identifies responsibilities to achieve safer work zones with minimal impact on the traveling public. Background (IIM-LD-4/TED-35) In September 004, the Federal Highway Administration (FHWA) published the Final Rule on Work Zone Safety and Mobility, 3 CFR 630 Subpart J. This rule, referred to as Work Zone Safety and Mobility, applies to State and local governments that receive Federal-aid highway funding. The policy provisions in the Final Rule on Work Zone Safety and Mobility: Requires agencies to implement a policy for the systematic consideration and management of work zone impacts on all Federal-aid highway projects. Furthermore, it encourages agencies to implement the policy for non-federal-aid projects and programs. Requires the policy to address work zone impacts throughout the various stages of the project s development and construction. The agency must consider work zone impacts during project development, management of work zone impacts during construction, and assessment of work zone performance after implementation. The agency must also consider communication with the public before and during the project. Recognizes the state policy may vary based on the characteristics and expected work zone impacts of individual projects or classes of projects. Requires transportation management plans.
4 Table of Contents Title Page... i Revisions... ii Policy and Background... iii Table of Contents... iv Chapter - Purpose... Chapter - Work Beyond the Shoulder... Chapter 3 - Shoulder Closures (Mobile or Stationary)...3 Chapter 4 - Lane Closures (Mobile or Stationary)...7 Chapter 5 - Lane Closures Outside the...8 Chapter 6 - Full Directional Closures...9 Chapter 7 - Ramps...0 Chapter 8 - Managed... Appendix A Allowable Lane Closure Schedules... Appendix B Methodology to Update the Interstate Allowable Lane...59 Closure Hours Appendix C Lane Closure Advisory Management System (LCAMS)...60 Requirements and Expectations Appendix D VA Traffic Requirements and Expectations...6 Appendix E - Procedures for Working in the...64 Reversible Roadway (HOV-RR)
5 . Purpose The purpose of this document is to provide standard allowable hours for the following operations: Work beyond the shoulder Shoulder closures Lane closures Full directional closures Ramp closures Managed lane closures, and to provide a standard procedure to follow when work cannot be completed within the allowable hours. Adherence to this document does not constitute approval to implement a shoulder, lane or full directional closure. In addition to these guidelines and before the approval of any closure, the following should be considered: Scheduled water crossing closures expected to change traffic patterns Expected traffic impacts (if working outside the allowable hours) Adjacent and/or nearby active work zones Special events/holidays expected to increase traffic volumes The importance and/or urgency of the work
6 . Work Beyond the Shoulder All Roadways There are no time restrictions for work beyond the shoulder.
7 3. Shoulder Closures (Mobile or Stationary) Interstates Removable A removable shoulder closure is an operation that can move all equipment, materials and workers beyond the shoulder with the shoulder in usable condition within 0 minutes or less if directed at any time during the operation. Allowable hours for removable shoulder closures are subject to the discretion of the Regional Operations Director. At a minimum, removable shoulder closures will not be allowed at the following times/locations: 3
8 No Shoulder Closures 5 am to 9 am Monday through Friday Route Direction From To I-64 EB Rt. 33/Eltham Rd Exit 0 Rt. 43/Jefferson Ave Exit 55 I-64 EB Rt. 67/LaSalle Ave Exit 65 I-64 EB US 3/Northampton Blvd Exit 8 I-64 EB US 3/Military Hwy Exit 97 I-64 WB I-64/I-664 Exit 99 I-64 WB Rt. 407/Indian River Rd Exit 86 I-64 WB Rt. 43/Jefferson Ave Exit 55 I-64 EB Rt. 4/Effingham St Exit 7 I-64 EB US 3/Military Hwy Exit 3 I-64 WB Rt. 4/Rosemont Rd Exit 8 Rt. 68/Tidewater Dr Exit 77 Rt. 407/Indian River Rd Exit 86 I-64/I-664 Exit 99 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 Rt. 69/Mallory St Exit 68 Rt. 33/Eltham Rd Exit 0 US 460/Rt. 66/Rt. 68/ E Brambleton Ave/ Campostella Rd Exit Rt. 403/Newtown Rd Exit 5 US 3/Military Hwy Exit 3 I-64 WB US 460/Rt. 66/ Rt. 68/ E Brambleton Ave/ Campostella Rd Exit Rt. 4/Effingham St Exit 7 I-564 WB I-64 Rt. 337/Admiral Taussig Blvd I-664 NB I-64/I-64 Exit 5 I-664 NB Rt. 35/College Dr Exit 8 I-664 SB Rt. 43/35 th St/ Jefferson Ave Exit 5 I-664 SB Rt. 663/Dock Landing Rd Exit Rt. 663/Dock Landing Rd Exit Terminal Ave Exit 7 Rt. 35/College Dr Exit 8 I-64/I-64 Exit 5 4
9 No Shoulder Closures 3 pm to 7 pm Monday through Friday Route Direction From To I-64 EB Rt. 33/Eltham Rd Exit 0 Rt. 43/Jefferson Ave Exit 55 I-64 EB Rt. 67/ LaSalle Ave Exit 65 I-64 EB Rt. 68/Battlefield Blvd Exit 90 I-64 WB I-64/I-664 Exit 99 I-64 WB Rt. 407/Indian River Rd Exit 86 I-64 WB Rt. 43/Jefferson Ave Exit 55 Rt. 407/Indian River Rd Exit 86 I-64/I-664 Exit 99 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 Rt. 69/Mallory St Exit 68 Rt. 33/Eltham Rd Exit 0 I-64 EB Rt. 4/Effingham St Exit 7 I-64 EB US 3/Military Hwy Exit 3 I-64 WB Rt. 403/Newtown Rd Exit 5 I-64 WB US 460/Rt. 66/Rt. 68/ E Brambleton Ave/ Campostella Rd Exit I-564 EB Rt. 337/Admiral Taussig Blvd I-664 NB I-64/I-64 Exit 5 I-664 NB Rt. 35/College Dr Exit 8 I-664 SB Rt. 43/35 th St/ Jefferson Ave Exit 5 I-664 SB Rt. 663/Dock Landing Rd Exit US 460/Rt. 66/Rt. 68/ E Brambleton Ave/ Campostella Rd Exit Rt. 4/Rosemont Rd Exit 8 US 3/Military Hwy Exit 3 Rt. 4/Effingham St Exit 7 I-64 Rt. 663/Dock Landing Rd Exit Terminal Ave Exit 7 Rt. 659/Pughsville Rd Exit 0 I-64/I-64 Exit 5 5
10 Non-Removable A non-removable shoulder closure is an operation that cannot move all equipment, materials and workers beyond the shoulder with the shoulder in usable condition within 0 minutes or less if directed at any time during the operation. Non-removable shoulder closures are allowed at any time the Allowable Lane Closure Schedules allow for at least lane to be closed. Non-Interstates There are no time restrictions for shoulder closures. 6
11 4. Lane Closures (Mobile or Stationary) Multi-Lane Roadways See Allowable Lane Closure Schedules in Appendix A. For multi-lane roadways not included in Appendix A, there are no time restrictions for lane closures. However, these operations should be monitored for traffic impacts by field personnel as appropriate. Lane closures extending across multiple segments should adhere to the most restrictive allowable lane closure hours when comparing the individual segments. The and shown on the schedules refers to through lanes between interchanges/intersections. Within interchanges, the number of lanes varies due to lane drops and ramp auxiliary lanes. For lane closures within interchanges, users will need to distinguish between through lanes and ramp auxiliary lanes (acceleration lanes, deceleration lanes, weaving sections) and determine the allowable hours based on the number of open through lanes as opposed to the number of lanes closed. Closing turn lanes at signalized intersections on multi-lane roadways should be considered outside the allowable lane closure hours. See Chapter 5 for work zone traffic impact assessment requirements. Two-Lane Roadways Route 75 Lane closures (one-lane, two-way condition) are allowed between 8 pm Sunday and 3 pm Friday. Restrictions to traffic should be removed at least hours before all scheduled launches at NASA s Wallops Island Facility, and traffic should not be restricted again until at least hours after the launch. Other Two-Lane Roadways There are no time restrictions for lane closures (one-lane, two-way condition). However, these operations should be monitored for traffic impacts by field personnel as appropriate. 7
12 5. Lane Closures Outside the Interstates If the proposed work cannot be completed within the allowable lane closure hours, a request for an exception needs to be submitted to VDOT s project manager. All requests need to include a detailed explanation as to why the work cannot be completed within the allowable lane closure hours, and the following: Route/Direction Location of Closure (Interchange to Interchange) Number of Through to be Closure Begin Time of Day/Day of Week Closure End Time of Day/Day of Week Work Date(s) If the request is acceptable to the VDOT project manager, it will be sent to Traffic Engineering. Traffic Engineering will provide an assessment of the work zone traffic impacts within weeks, and send the exception request to the Regional Operations Director for review and approval. Non-Interstates If the proposed work cannot be completed within the allowable lane closure hours, a request for an exception needs to be submitted to VDOT s project manager. All requests need to include a detailed explanation as to why the work cannot be completed within the allowable lane closure hours, and an assessment of the work zone traffic impacts. The assessment needs to determine the expected impacts as a result of the lane closure, be signed & sealed by a professional engineer and be in accordance with VDOT s Traffic Operations and Safety Analysis Manual. If the request is acceptable to the VDOT project manager, it will be sent to Traffic Engineering. Traffic Engineering will concur with the analysis and expected impacts, or return review comments within weeks. After Traffic Engineering concurs with the analysis, the exception request will be sent to the Regional Operations Director for review and approval. 8
13 6. Full Directional Closures 0 Minutes or Less Full directional closures not exceeding 0 minutes in duration are allowed during the time period that the roadway is allowed to be reduced to a single lane. After traffic is released, a subsequent closure is not allowed until all traffic backups have cleared. Greater than 0 Minutes HRBT, MMMBT, JRB, Berkley, High Rise For full directional closures exceeding 0 minutes at these water crossings, a request needs to be submitted to VDOT s project manager. All requests need to include a detailed explanation as to why the work cannot be completed using lane closures, and the following: Water Crossing/Direction Closure Begin Time of Day/Day of Week Closure End Time of Day/Day of Week Work Date(s) If the request is acceptable to the VDOT project manager, it will be sent to Traffic Engineering. Traffic Engineering will provide an assessment of the work zone traffic impacts within weeks, and send the request to the Regional Operations Director for review and approval. Other Locations For full directional closures exceeding 0 minutes at other locations, a request needs to be submitted to VDOT s project manager. All requests need to include a detailed explanation as to why the work cannot be completed using lane closures, the proposed detour route, and an assessment of the work zone traffic impacts. The assessment needs to determine the expected impacts as a result of the full directional closure, be signed & sealed by a professional engineer and be in accordance with VDOT s Traffic Operations and Safety Analysis Manual. If the request is acceptable to the VDOT project manager, it will be sent to Traffic Engineering. Traffic Engineering will concur with the analysis and expected impacts, or return review comments within weeks. After Traffic Engineering concurs with the analysis, the request will be sent to the Regional Operations Director for review and approval. 9
14 7. Ramps Partial Ramp Closures Partial ramp closures are allowed at any time a shoulder closure is allowed on the interstate. See Chapter 3 for allowable shoulder closure hours. Full Exit Ramp Closures Exit ramps can be closed to through traffic during the time period that the interstate is allowed to be reduced to a single lane. Full Entrance Ramp Closures The allowable hours for the full closure of an entrance ramp should be determined by the locality. 0
15 8. Managed Shoulder For purposes of this document, the managed shoulder lanes along I-64 between Witchduck Road and Rosemont Road should be considered shoulders. See Chapter 3 for allowable shoulder closure hours. Concurrent HOV For purposes of this document, concurrent HOV lanes adjacent to general purpose lanes should be considered through lanes. See Chapter 4 for allowable lane closure hours. HOV Reversible Roadway The HOV reversible roadway along I-64 between I-564 and I-64 can be closed to traffic at any time except from 4 am to 9 am, and from pm to 9 pm Monday through Friday.
16 Appendix A Allowable Lane Closure Schedules Interstates Summer (April 5 to October 5) I-64 Eastbound...4 Westbound...5 I-95 Northbound...7 Southbound...8 I-64 Eastbound...9 Westbound... I-464 Northbound...3 Southbound...4 I-564 Eastbound...5 Westbound...6 I-664 Northbound...7 Southbound...8 Non-Summer (October 6 to April 4) I-64 Eastbound...9 Westbound...30 I-95 Northbound...3 Southbound...33 I-64 Eastbound...34
17 Westbound...36 I-464 Northbound...38 Southbound...39 I-564 Eastbound...40 Westbound...4 I-664 Northbound...4 Southbound...43 Primaries Route 0 (Benns Church Blvd)...44 US 3 (Charles M Lankford Jr Memorial Hwy) Summer (April 5 to October 5)...45 Non-Summer (October 6 to April 4)...46 US 7 (George Washington Memorial Hwy/Carrollton Blvd)...47 Route 3 (Brewers Neck Blvd)...48 US 58 (Southampton Pkwy)...49 US 60 (Pocahontas Trail/Richmond Rd)...50 Route 43 (Merrimac Trail)...5 Route 64 (Western Fwy)...5 Route 7 (Victory Blvd)...53 Route 79 (Market St) Summer (April 5 to October 5)...54 Non-Summer (October 6 to April 4)...55 Route 99 (Humelsine Pkwy/Marquis Center Pkwy)...56 US 58 (Brewers Neck Blvd)...57 US 460 (General Mahone Blvd/Windsor Blvd)
18 I-64 EB Summer Allowable Lane Closure Schedule City/County From To Segment New Kent County/James City County/York County/ Newport News Newport News/Hampton Hampton Hampton/ Norfolk Norfolk Norfolk/ Chesapeake/ Virginia Beach Chesapeake Rt. 33/Eltham Rd Exit 0 Rt. 43/Jefferson Ave Exit 55 I-664 Exit 64 US 60/Settlers Landing Rd/ Woodland Rd Exit 67 I-564/Rt. 460/Granby St Exit 76 US 3/Northampton Blvd Exit 8 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 Rt. 43/Jefferson Ave Exit 55 I-664 Exit 64 US 60/Settlers Landing Rd/ Woodland Rd Exit 67 I-564/Rt. 460/Granby St Exit 76 US 3/Northampton Blvd Exit 8 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 I-64/I-664 Exit PM - AM PM - AM AM - 6AM; AM - 0AM; 5PM - AM AM - 8AM; AM - 6AM; 0PM - AM 0PM - AM AM - 8AM; PM - AM AM - 7AM; PM - AM PM - AM AM - 5AM; 0PM - AM 0PM - AM 0PM - AM AM - 7AM; PM - AM AM - 9AM; 5PM - AM AM - 7AM; AM - 8AM; AM - 6AM; 0PM - AM AM - 7AM; AM - 8AM; AM - PM; 4PM - AM AM - 0AM; AM - 8AM; AM - AM; 6PM - AM AM - 8AM; 0PM - AM AM - 8AM; AM - 9AM; AM - 8AM; AM - 0AM; 6PM - AM AM - 8AM; AM - 9AM; Summer (April 5 to October 5) 4
19 I-64 WB Summer Allowable Lane Closure Schedule City/County From To Segment Chesapeake Chesapeake Norfolk/ Chesapeake/ Virginia Beach Norfolk Hampton/ Norfolk Hampton Hampton Hampton I-64/I-664 Exit 99 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 Rt. 68/Battlefield Blvd Exit 90 US 3/Northampton Blvd Exit 8 I-564/Rt. 460/Granby St Exit 76 Rt. 69/Mallory St Exit 68 I-664 Exit 64 US 58/Mercury Blvd Exit 63 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 Rt. 68/Battlefield Blvd Exit 90 US 3/Northampton Blvd Exit 8 I-564/Rt. 460/Granby St Exit 76 Rt. 69/Mallory St Exit 68 I-664 Exit 64 US 58/Mercury Blvd Exit 63 Rt. 34/Magruder Blvd Exit ML CD AM - 4AM; 0PM - AM 0PM - AM PM - AM 0PM - AM 0PM - AM AM - 7AM; AM-PM; 3PM - AM AM - 7AM; AM - 8AM; 4PM - AM AM - 7AM; 0PM - AM AM - 8AM; AM - 6AM; PM - AM AM - 7AM; PM - AM AM - 8AM; 5PM - AM AM - 6AM; PM - AM AM - 8AM; 5PM - AM AM - 7AM; AM - 9AM; AM - 9AM; AM - 9AM; 5PM - AM AM - 7AM; AM - 9AM; 5PM - AM AM - 6AM; AM - 8AM; AM - 0AM; 5PM - AM AM - 8AM; AM - 0AM; 5PM - AM AM - 9AM; PM - AM AM - 5AM AM - 6AM AM - 7AM; PM - AM 0PM - AM AM - 8AM; 5PM - AM AM - 7AM; 0PM - AM AM - 0AM; 6PM - AM AM - 8AM; PM - AM AM - 5AM AM - 6AM AM - 7AM; PM - AM Summer (April 5 to October 5) 5
20 I-64 WB Summer Allowable Lane Closure Schedule City/County From To Segment Newport News/ Hampton New Kent County/James City County/York County/ Newport News Rt. 34/Magruder Blvd Exit 6 Rt. 43/Jefferson Ave Exit 55 Rt. 43/Jefferson Ave Exit 55 Rt. 33/Eltham Rd Exit PM - AM AM - 8AM; 3PM - AM AM - 7AM; AM - 6AM; 0PM - AM AM - 6AM; AM - 0AM; 3PM - AM AM - 9AM; 6PM - AM AM - 7AM; AM - 7AM; Summer (April 5 to October 5) 6
21 I-95 NB Summer Allowable Lane Closure Schedule City/County From To Segment Greensville County/Emporia/ Sussex County / Prince George County NC State Line Rt. 63/Rowanty Rd Exit 37 - AM - 7AM; 9AM - 4PM; 6PM-AM AM - 7AM; 6PM - AM AM - 9AM; 6PM - AM AM - 0AM; Summer ( April 5 to October 5) 7
22 I-95 SB Summer Allowable Lane Closure Schedule City/County From To Segment Greensville County/Emporia/ Sussex County / Prince George County US 30/S. Crater Road Exit 37 NC State Line - AM - 7AM; 9AM - 4PM; 6PM-AM AM -7AM; 6PM - AM AM - 7AM; 4PM - AM AM - 9AM; 5PM - AM; Summer (April 5-October 5) 8
23 I-64 EB Summer Allowable Lane Closure Schedule City/County From To Segment Chesapeake/ Portsmouth Portsmouth Portsmouth/ Norfolk I-64/I-664/Rt.3/Rt. 58/ Rt. 460 Rt. 39/Victory Blvd Exit 3 Rt. 4/Effingham St Exit 7 Rt. 39/Victory Blvd Exit 3 Rt. 4/Effingham St Exit 7 I-464 Exit PM - AM AM - PM; 3PM - AM AM - 9AM; AM - 8AM; AM - 0AM; 5PM - AM; AM - 0AM; ; Norfolk I-464 Exit 8 US 3/Military Hwy Exit AM - PM - 5PM - AM Norfolk US 3/Military Hwy Exit 3 I-64 Exit ML 3 CD PM - AM 0PM - AM AM - 7AM; 0PM - AM AM - 9AM; PM - AM AM - PM; 4PM - AM AM - 9AM; AM - AM; AM - PM; 3PM - AM Norfolk I-64 Exit 4 Rt. 403/Newtown Rd Exit ML 3 CD AM - AM; 4PM - AM AM - PM; 0PM - AM AM - 5AM AM - 8AM; AM - 9AM; PM - AM PM - AM AM - 8AM; 0PM - AM AM - 9AM; Virginia Beach Rt. 403/Newtown Rd Exit 5 First Colonial Rd Exit PM - AM 0PM - AM AM - 0AM; 6PM - AM AM - 8AM; AM - 6AM; PM - AM AM - PM; PM - AM AM - 0AM; 6PM - AM AM - 7AM; Summer (April 5-October 5) 9
24 I-64 EB Summer Allowable Lane Closure Schedule City/County From To Segment Virginia Beach First Colonial Rd Exit Parks Ave/st St/ nd St - 3 AM - 8AM; 5PM - AM AM - 3PM; AM - 8AM; AM - 9AM; AM - 0AM; 5PM - AM Summer (April 5-October 5) 0
25 I-64 WB Summer Allowable Lane Closure Schedule City/County From To Segment Virginia Beach Virginia Beach Virginia Beach Parks Ave/st St/ nd St First Colonial Rd Exit Rt. 90/Witchduck Rd Exit 6 First Colonial Rd Exit Rt. 90/Witchduck Rd Exit 6 Rt. 403/Newtown Rd Exit AM - 7AM; AM - 7AM; AM - 0AM; AM - 0AM; 5PM - AM 5PM - AM 0PM-AM 6PM - AM AM - 0AM; AM - PM; 5PM - AM 4PM - AM 3 3 0PM - AM 0PM - AM 0PM - AM 0PM - AM AM - 8AM; 0PM - AM AM - 9AM; AM - 6AM AM - 7AM AM - 3PM; AM - 8AM; PM - AM AM - 4PM; 5PM - AM AM - 0AM; 4 PM - AM AM - 5AM AM - 6AM AM - 7AM; PM - AM Norfolk Norfolk Norfolk Rt. 403/Newtown Rd Exit 5 I-64 Exit 4 US 3/Military Hwy Exit 3 I-64 Exit 4 US 3/Military Hwy Exit 3 I-464 Exit 8 3 ML 4 CD 3 ML 3 3 CD PM - AM PM - AM AM - PM; AM - 5PM; 6PM - AM AM - 9AM; AM - 5AM AM - 7AM PM - AM AM - 9AM; AM - 5AM AM - 7AM PM - AM 0PM - AM AM - 3PM; AM - 9AM; AM - 7AM; 0PM - AM AM - 0AM; AM - 9AM; Summer (April 5 to October 5)
26 I-64 WB Summer Allowable Lane Closure Schedule City/County From To Segment Portsmouth/ Norfolk Portsmouth I-464 Exit 8 Rt. 4/Effingham St Exit 7 Rt. 4/Effingham St Exit 7 Rt. 39/Victory Blvd Exit PM - AM PM - AM AM - 8AM AM - 0AM; 0PM - AM AM - 0AM; 5PM - AM AM - 0AM; 5PM - AM Chesapeake/ Portsmouth Rt. 39/Victory Blvd Exit 3 I-64/I-664/Rt.3/Rt. 58/ Rt AM - PM; PM - AM Summer (April 5 to October 5)
27 I-464 NB Summer Allowable Lane Closure Schedule City/County From To Segment Chesapeake Chesapeake/ Norfolk I-64 Exit Rt. 337/Poindexter St Exit 4 Rt. 337/Poindexter St Exit 4 I-64/W Berkley Ave/ Downtown Tunnel Exit AM - AM 9AM - AM 9AM - AM 6AM - AM 4PM - AM 9AM - AM Summer (April 5 to October 5) 3
28 I-464 SB Summer Allowable Lane Closure Schedule City/County From To Segment Chesapeake/ Norfolk Chesapeake I-64/W Berkley Ave/ Downtown Tunnel Exit 6 Rt. 337/Poindexter St Exit 4 Rt. 337/Poindexter St Exit 4 I-64 Exit AM - 3PM; AM-PM; 7PM-AM AM - PM; AM - PM; AM-PM; 7PM-AM AM - PM; AM - 0AM; 6PM - AM AM - PM; 4PM - AM Summer (April 5 to October 5) 4
29 I-564 EB Summer Allowable Lane Closure Schedule City/County From To Segment Norfolk Rt. 337/Admiral Taussig Blvd I-64-3 AM - 3PM; AM - PM; AM - 3PM; AM - AM; Summer (April 5 to October 5) 5
30 I-564 WB Summer Allowable Lane Closure Schedule City/County From To Segment Norfolk I-64 Rt. 337/Admiral Taussig Blvd - 3 9AM - AM 9AM - AM 9AM - AM 9AM - AM Summer (April 5 to October 5) 6
31 I-664 NB Summer Allowable Lane Closure Schedule City/County From To Segment Newport News/ Suffolk/ Chesapeake Hampton/ Newport News I-64/I-64 Exit 5 Rt. 43/35th St/ Jefferson Ave Exit 5 Rt. 43/35th St/ Jefferson Ave Exit 5 I-64 Exit AM - 6AM; AM - AM; PM - AM AM - 7AM; 6PM - AM AM - 7AM; AM - 9AM; Summer (April 5 to October 5) 7
32 I-664 SB Summer Allowable Lane Closure Schedule City/County From To Segment Hampton/ Newport News Newport News/ Suffolk/ Chesapeake I-64 Exit Rt. 43/35th St/ Jefferson Ave Exit 5 Rt. 43/35th St/ Jefferson Ave Exit 5 I-64/I-64 Exit AM - PM; 4PM - AM AM - 7AM; AM - 7AM; AM - 9AM; AM - 8AM; Summer (April 5 to October 5) 8
33 I-64 EB Non-Summer Allowable Lane Closure Schedule City/County From To New Kent County/James City County/York County/ Newport News Newport News/Hampton Hampton Rt. 33/Eltham Rd Exit 0 Rt. 43/Jefferson Ave Exit 55 I-664 Exit 64 Rt. 43/Jefferson Ave Exit 55 I-664 Exit 64 US 60/Settlers Landing Rd/ Woodland Rd Exit 67 Segment PM - AM AM - 7AM; AM - 9AM; AM - 0AM; AM - AM; 4PM - AM 6PM - AM AM - 8AM; AM - 9AM; 0PM - AM AM - 6AM; AM - 7AM; PM - AM PM - AM PM - AM AM - 0AM; AM - 0AM; 6PM - AM AM - 9AM; AM - 7AM PM - AM; PM - AM Hampton/ Norfolk US 60/Settlers Landing Rd/ Woodland Rd Exit 67 I-564/Rt. 460/Granby St Exit AM - 7AM; 0PM - AM AM - 9AM; Norfolk Norfolk/ Chesapeake/ Virginia Beach I-564/Rt. 460/Granby St Exit 76 US 3/Northampton Blvd Exit 8 US 3/Northampton Blvd Exit 8 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit AM -5AM; 0PM - AM PM - AM AM - 8AM; 6PM - AM AM - 6AM; 0PM - AM AM - 9AM; AM - 6AM; 0PM - AM AM - 0AM; 5PM - AM AM - 8AM; AM - 0AM; 5PM - AM AM - 8AM; Chesapeake Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 I-64/I-664 Exit AM - 8AM; AM - 0AM; 6PM - AM Non-Summer (October 6 to April 4) 9
34 I-64 WB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Chesapeake Chesapeake Norfolk/ Chesapeake/ Virginia Beach Norfolk Hampton/ Norfolk Hampton Hampton Hampton I-64/I-664 Exit 99 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 Rt. 68/Battlefield Blvd Exit 90 US 3/Northampton Blvd Exit 8 I-564/Rt. 460/Granby St Exit 76 Rt. 69/Mallory St Exit 68 I-664 Exit 64 US 58/Mercury Blvd Exit 63 Rt. 68/I-464/Oak Grove Connector/Dominion Blvd Exit 9 Rt. 68/Battlefield Blvd Exit 90 US 3/Northampton Blvd Exit 8 I-564/Rt. 460/Granby St Exit 76 Rt. 69/Mallory St Exit 68 I-664 Exit 64 US 58/Mercury Blvd Exit 63 Rt. 34/Magruder Blvd Exit ML CD PM - AM PM - AM 0PM - AM 0PM - AM PM - AM AM - 9AM; AM - 8AM; AM - PM; 3PM - AM AM - 8AM; AM - 6AM; 0PM - AM AM - 9AM; 6PM - AM AM - 6AM; PM - AM AM - 7AM; 0PM - AM AM - 9AM; 4PM - AM AM - 7AM; AM - 0AM; 5PM - AM AM - 8AM; AM - 0AM; 6PM - AM AM - 0AM; 6PM - AM AM - 0AM; 4PM - AM AM - 7AM; AM - 0AM; 3PM - AM AM - 6AM; AM - 9AM; AM - 0AM; 4PM - AM; AM - 8AM; AM - AM; 4PM - AM AM - 9AM; AM - 6AM AM - 7AM; 0PM - AM AM - 9AM; 6PM - AM AM - 8AM; AM - 0AM; 5PM - AM AM - 9AM; AM - 5AM AM - 6AM AM - 7AM; 0PM - AM Non-Summer (October 6 to April 4) 30
35 I-64 WB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Newport News/ Hampton New Kent County/James City County/York County/ Newport News Rt. 34/Magruder Blvd Exit 6 Rt. 43/Jefferson Ave Exit 55 Rt. 43/Jefferson Ave Exit 55 Rt. 33/Eltham Rd Exit PM - AM PM - AM AM - 0AM; 3PM - AM AM - 8AM; AM - 6AM; PM - AM; AM - 7AM; AM - AM; PM - AM AM - 9AM; 6PM - AM AM - 7AM; AM - 8AM; Non-Summer (October 6 to April 4) 3
36 I-95 NB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Greensville County/Emporia/ Sussex County / Prince George County NC State Line Rt. 63/Rowanty Rd Exit 37 - AM - 7AM; 9AM - 4PM; 6PM-AM AM - 7AM; 6PM - AM AM- AM; 5PM - AM Non-Summer (October 6- April 4) 3
37 I-95 SB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Greensville County/Emporia/ Sussex County / Prince George County US 30/S. Crater Rd. Exit 37 NC State Line - AM - 7AM; 9AM - 4PM; 6PM-AM AM - 7AM; 6PM - AM AM - 9AM; 0AM - AM AM - AM; 3PM - AM Non-Summer (October 6 to April 4) 33
38 I-64 EB Non-Summer Allowable Lane Closure Schedule City/County Chesapeake/ Portsmouth Portsmouth From I-64/I-664/Rt.3/Rt. 58/ Rt. 460 Rt. 39/Victory Blvd Exit 3 To Rt. 39/Victory Blvd Exit 3 Rt. 4/Effingham St Exit 7 Segment AM - 8AM; 6PM - AM AM - 0AM; 5PM - AM; Portsmouth/ Norfolk Rt. 4/Effingham St Exit 7 I-464 Exit 8 7 0PM - AM AM - 7AM; AM - 0AM; Norfolk I-464 Exit 8 US 3/Military Hwy Exit AM - PM; 3PM - AM Norfolk US 3/Military Hwy Exit 3 I-64 Exit ML 3 CD PM - AM PM - AM AM - 7AM; AM - 0AM; AM - PM; 6PM - AM AM - 8AM; AM - PM; Norfolk I-64 Exit 4 Rt. 403/Newtown Rd Exit ML 3 CD 0PM - AM AM- 5AM; AM - AM - AM - PM - AM - 5AM AM - 7AM AM - 8AM; 0PM - AM AM - 8AM; AM - 0AM; Virginia Beach Rt. 403/Newtown Rd Exit 5 First Colonial Rd Exit PM - AM AM - 0AM; 5PM - AM AM - 7AM; AM - 6AM; 0PM - AM AM - PM; PM - AM AM - 0AM; 5PM - AM AM - 8AM; Non-Summer (October 6-April 4) 34
39 I-64 EB Non-Summer Allowable Lane Closure Schedule City/County From To Virginia Beach First Colonial Rd Exit Parks Ave/st St/ nd St Segment - 3 AM- PM; AM - 8AM; AM - 0AM; AM - AM; 5PM - AM 6PM - AM 5PM - AM 3PM - AM Non-Summer (October 6-April 4) 35
40 I-64 WB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Virginia Beach Virginia Beach Virginia Beach Parks Ave/st St/ nd St First Colonial Rd Exit Rt. 90/Witchduck Rd Exit 6 First Colonial Rd Exit Rt. 90/Witchduck Rd Exit 6 Rt. 403/Newtown Rd Exit AM- 3PM; AM - 7AM; AM - 0AM; AM - 0AM; 4PM - AM 4PM - AM 6PM - AM 5PM - AM AM - AM; 5PM - AM AM - 8AM; AM - 9AM; 6PM - AM 3 3 0PM - AM AM- 6AM; PM - AM AM - PM; 6PM - AM AM - 8AM; 0PM - AM 0PM - AM AM -7AM AM - 0AM; 4 PM - AM AM - 5AM AM - 6AM AM - 7AM; 0PM - AM Norfolk Norfolk Rt. 403/Newtown Rd Exit 5 I-64 Exit 4 I-64 Exit 4 US 3/Military Hwy Exit ML CD 3 ML 3 CD 0PM - AM 0PM - AM PM - AM PM - AM AM - 4PM; 6PM - AM AM - 7AM; PM - AM AM - 7AM; PM - AM AM - 9AM; AM - 9AM; AM - 9AM; AM - 0AM; 6PM - AM Non-Summer (October 6 to April 4) 36
41 I-64 WB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Norfolk Portsmouth/ Norfolk Portsmouth US 3/Military Hwy Exit 3 I-464 Exit 8 Rt. 4/Effingham St Exit 7 I-464 Exit 8 Rt. 4/Effingham St Exit 7 Rt. 39/Victory Blvd Exit PM - AM PM - AM AM - 6AM; AM - 8AM; PM - AM AM - AM; 6PM - AM; AM - 9AM; AM - 0AM; 8PM - AM AM - PM; 4PM - AM Chesapeake/ Portsmouth Rt. 39/Victory Blvd Exit 3 I-64/I-664/Rt.3/Rt. 58/ Rt AM - PM; 5PM - AM Non-Summer (October 6 to April 4) 37
42 I-464 NB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Chesapeake I-64 Exit Rt. 337/Poindexter St Exit AM- 5AM; 8AM - AM 9AM - 3PM; 4PM - AM 8AM - AM 5PM - AM AM- AM; PM - AM Chesapeake/ Norfolk Rt. 337/Poindexter St Exit 4 I-64/W Berkley Ave/ Downtown Tunnel Exit AM - AM 9AM - AM Non-Summer (October 6 to April 4) 38
43 I-464 SB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Chesapeake/ Norfolk I-64/W Berkley Ave/ Downtown Tunnel Exit 6 Rt. 337/Poindexter St Exit AM - PM; AM - PM; AM - AM; 5PM - AM AM - PM; 3PM - AM Chesapeake Rt. 337/Poindexter St Exit 4 I-64 Exit 3-3 AM-PM; 7PM-AM AM - PM; AM-PM; 7PM-AM AM - PM; Non-Summer (October 6 to April 4) 39
44 I-564 EB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Norfolk Rt. 337/Admiral Taussig Blvd I-64-3 AM - 3PM; AM - PM; AM - 3PM; AM - AM; Non-Summer (October 6 to April 4) 40
45 I-564 WB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Norfolk I-64 Rt. 337/Admiral Taussig Blvd - 3 9AM - AM 9AM - AM 9AM - AM 9AM - AM Non-Summer (October 6 to April 4) 4
46 I-664 NB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Newport News/ Suffolk/ Chesapeake Hampton/ Newport News I-64/I-64 Exit 5 Rt. 43/35th St/ Jefferson Ave Exit 5 Rt. 43/35th St/ Jefferson Ave Exit 5 I-64 Exit AM-7 AM; AM-8AM; 5PM - AM AM - 9AM; AM - AM; 5PM - AM Non-Summer (October 6 to April 4) 4
47 I-664 SB Non-Summer Allowable Lane Closure Schedule City/County From To Segment Hampton/ Newport News I-64 Exit Rt. 43/35th St/ Jefferson Ave Exit AM - 8AM; 6PM - AM AM - PM; 5PM - AM Newport News/ Suffolk/ Chesapeake Rt. 43/35th St/ Jefferson Ave Exit 5 I-64/I-64 Exit AM - 8AM; AM - 6AM; Non-Summer ( October 6 to April 4) 43
48 City/County From To Isle of Wight County US 58/Rt 3/ Brewers Neck Blvd Rt. 0 NB Allowable Lane Closure Schedule US 58/S Church St 9AM - 3PM; None 9AM - 3PM Rt. 0 SB Allowable Lane Closure Schedule City/County Isle of Wight County From US 58/S Church St To US 58/Rt 3/ Brewers Neck Blvd 9AM - 3PM; 9AM - 3PM None Summer and Non-Summer Hours 44
49 City/County From To Accomack/ Northampton Counties Chesapeake Bay Bridge- Tunnel US 3 NB Summer Allowable Lane Closure Schedule Maryland State Line AM - PM None US 3 SB Summer Allowable Lane Closure Schedule City/County From To Accomack/ Northampton Counties Maryland State Line Chesapeake Bay Bridge- Tunnel AM - PM None Summer (April 5 to October 5) 45
50 City/County From To Accomack/ Northampton Counties Chesapeake Bay Bridge- Tunnel US 3 NB Non-Summer Allowable Lane Closure Schedule Maryland State Line AM - 8PM None US 3 SB Non-Summer Allowable Lane Closure Schedule City/County From To Accomack/ Northampton Counties Maryland State Line Chesapeake Bay Bridge- Tunnel AM - 8PM None Non-Summer (October 6 to April 4) 46
51 City/County From To Isle of Wight County York County Isle of Wight County/ Suffolk City Line York County/Newport News City Line US 7 NB Allowable Lane Closure Schedule Newport News City/ Isle of Wight County Line (James River Bridge) Gloucester County/ York County Line (Coleman Bridge) 9AM - 3PM; 9AM - 3PM; 9AM - 3PM 9AM - 3PM None None US 7 SB Allowable Lane Closure Schedule City/County York County Isle of Wight County From Gloucester County/ York County Line (Coleman Bridge) Newport News City/ Isle of Wight County Line (James River Bridge) To York County/Newport News City Line Isle of Wight County/ Suffolk City Line 9AM - 3PM; 9AM - 3PM; 9AM - 3PM 9AM - 3PM None None Summer and Non-Summer Hours 47
52 City/County From To Isle of Wight County US 58/Rt 0/ Benns Church Blvd Rt. 3 EB Allowable Lane Closure Schedule US 7/US 58/ Carrollton Blvd 9AM - 3PM; 9AM - 3PM None Rt. 3 WB Allowable Lane Closure Schedule City/County From To Isle of Wight County US 7/US 58/ Carrollton Blvd US 58/Rt 0/ Benns Church Blvd 9AM - 3PM; 9AM - 3PM None Summer and Non-Summer Hours 48
53 City/County From To Greensville/ Southampton Counties Brunswick County/ Greensville County Line US 58 EB Allowable Lane Closure Schedule Southampton County/ Suffolk City Line AM - PM None US 58 WB Allowable Lane Closure Schedule City/County From To Greensville/ Southampton Counties Southampton County/ Suffolk City Line Brunswick County/ Greensville County Line AM - PM None Summer and Non-Summer Hours 49
54 City/County From To James City County/York County/City of Williamsburg Rt. 60/Forge Rd US 60 EB Allowable Lane Closure Schedule I-64 Interchange Exit 43 AM - 6AM; 0PM - AM AM - 6AM None 0PM - AM US 60 WB Allowable Lane Closure Schedule City/County From To James City County/York County/City of Williamsburg I-64 Interchange Exit 43 Rt. 60/Forge Rd AM - 6AM; 0PM - AM AM - 6AM None 0PM - AM Summer and Non-Summer Hours 50
55 City/County From To James City County/York County/City of Williamsburg I-64 Interchange Exit 38 Rt. 43 EB Allowable Lane Closure Schedule Newport News City/ James City County Line AM - 6AM; AM - 6AM None Rt. 43 WB Allowable Lane Closure Schedule City/County From To James City County/York County/City of Williamsburg Newport News City/ James City County Line I-64 Interchange Exit 38 AM - 6AM; AM - 6AM None Summer and Non-Summer Hours 5
56 City/County From To Suffolk/ Portsmouth Rt. 64 EB Allowable Lane Closure Schedule I-664 Interchange US 58/Martin Luther King Fwy 8AM - 3PM; 8AM - 3PM None Rt. 64 WB Allowable Lane Closure Schedule City/County From To Suffolk/ Portsmouth E. End of W. Norfolk Road Bridge I-664 Interchange 8AM - 3PM; 8AM - 3PM None Summer and Non-Summer Hours 5
57 City/County From To York County York County Newport News City/ York County Line Rt 7/George Washington Memorial Hwy Rt. 7 EB Allowable Lane Closure Schedule Rt 7/George Washington Memorial Hwy 3 Rt 34/Hampton Highway AM - 6AM; AM - 6AM; AM - 6AM; AM - 6AM None AM - 6AM None AM - 6AM None Rt. 7 WB Allowable Lane Closure Schedule City/County From To York County York County Rt 34/Hampton Highway Rt 7/George Washington Memorial Hwy Rt 7/George Washington Memorial Hwy Newport News City/ York County Line 3 AM - 6AM; AM - 6AM; AM - 6AM; AM - 6AM None AM - 6AM None AM - 6AM None Summer and Non-Summer Hours 53
58 City/County From To Accomack County Rt. 79 EB Summer Allowable Lane Closure Schedule Rt 78/Hill St US 3/Lankford Hwy AM - 3PM None City/County From To Accomack County Rt. 79 WB Summer Allowable Lane Closure Schedule US 3/Lankford Hwy Rt 78/Hill St AM - 3PM None Summer (April 5 to October 5) 54
59 City/County From To Accomack County Rt. 79 EB Non-Summer Allowable Lane Closure Schedule Rt 78/Hill St US 3/Lankford Hwy AM - 8PM None City/County From To Accomack County Rt. 79 WB Non-Summer Allowable Lane Closure Schedule US 3/Lankford Hwy Rt 78/Hill St AM - 8PM None Non-Summer (October 6 to April 4) 55
60 City/County From To York County/ James City County/City of Williamsburg I-64 Interchange Exit 34 Rt. 99 EB Allowable Lane Closure Schedule Rt 64/Tranquility Dr/ Penniman Rd AM - 6AM; 9AM - 3PM; AM - 6AM; 9AM - 3PM None Rt. 99 WB Allowable Lane Closure Schedule City/County From To York County/ James City County/City of Williamsburg Rt 64/Tranquility Dr/ Penniman Rd I-64 Interchange Exit 34 AM - 6AM; 9AM - 3PM; AM - 6AM; 9AM - 3PM None Summer and Non-Summer Hours 56
61 City/County From To Isle of Wight County Rt 0/Rt 3/ Benns Church Rd US 58 EB Allowable Lane Closure Schedule US 7/Carrollton Blvd 9AM - 3PM; 9AM - 3PM None US 58 WB Allowable Lane Closure Schedule City/County From To Isle of Wight County US 7/Carrollton Blvd Rt 0/Rt 3/ Benns Church Rd 9AM - 3PM; 9AM - 3PM None Summer and Non-Summer Hours 57
62 City/County From To Sussex/ Southampton Counties Isle of Wight County Prince George County/ Sussex County Line Southampton County/Isle of Wight County Line US 460 EB Allowable Lane Closure Schedule Southampton County/Isle of Wight County Line Isle of Wight County/Suffolk City Line AM - PM None 9AM - 3PM; 9AM - 3PM None US 460 WB Allowable Lane Closure Schedule City/County From To Isle of Wight County Sussex/ Southampton Counties Isle of Wight County/Suffolk City Line Southampton County/Isle of Wight County Line Southampton County/Isle of Wight County Line Prince George County/ Sussex County Line 9AM - 3PM; 9AM - 3PM None AM - PM None Summer and Non-Summer Hours 58
63 Appendix B Methodology to Update the Interstate Allowable Lane Closure Hours. Obtain new traffic data for the individual segment to be updated.. Perform analysis using the Allowable Lane Closure Hours Spreadsheet Tool developed by VCTIR to determine the new allowable lane closure hours for the individual segment using the following parameters: Terrain = level Intensity of Construction = medium Maximum Delay = 0 minutes Maximum Queue = 0 miles Diversion/Demand Reduction = 0% 3. Determine the new allowable hours for the consolidated segment by comparing the allowable hours for each individual segment and applying the following rules: The beginning of each allowable lane closure period uses the most lenient hour resulting from the analysis as long as it is within hours of the most restrictive hour. The end of each allowable lane closure period uses the most restrictive hour resulting from analysis. No lane closures after 5 am Monday through Friday except: I-95 I-64 First Colonial to Parks I-464 SB I-564 EB No lane closures before 7 pm Monday through Friday except: I-95 I-64 First Colonial to Parks I-464 NB I-564 WB For Summer I-64 EB First Colonial to Parks, no lane closures 3PM-7PM Friday For I-95, no lane closures 7AM-9AM/ 4PM-6PM Monday through, 7AM-6PM Friday 59
64 Appendix C Lane Closure Advisory Management System (LCAMS) Requirements and Expectations LCAMS provides a collaborative method to plan and monitor work and projects, resolve conflicts, and exchange information about existing and scheduled work activities across the region, allowing all users the same level of access to the roadways for construction, maintenance and operations. Not only does LCAMS allow authorized users to enter and monitor planned closures, it allows the motoring public to view a map page of the state with planned closures so they may expeditiously plan trips and routes. Purpose This document is to provide a standard of requirements and expectations for users of the LCAMS system. Closures on any state maintained roadway must be planned and therefore an LCAMS entry is required. a. The only exception is a mobile closure on secondary roadways.. The deadline for LCAMS is 8am the week before the work is to take place; a. The due date may change to accommodate major holidays- Easter, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas and New Year s. 3. All POC s information must be up to date. The VDOT POC must be the VDOT employee responsible for the work. The Onsite Org POC must be the contact that will be in the field while work is being performed. 4. An LCAMS entry should be entered for each week s worth of work without including weekends unless work is actually taking place on the weekends. a. The week starts on the first Sunday after the LCAMs deadline and extends to the following Saturday. 5. If a LCAMS entry causes a conflict with another LCAMS then it is the responsibility of the user who caused the conflict to resolve all the conflicts. To resolve the conflict the user must do one of the two following things before it is approved; a. Change their requested date s and/or times to avoid the conflict. b. Send the LCAMS administrator an stating that that contact between both LCAMS entry contacts and the conflict has been resolved. NOTE: The work is considered High Priority work, i.e. Any Design Build, Major Structure repair, etc. Contact must be made with original entry (conflicting LCAMS entry) and the details worked out so as to avoid a conflict and if not possible then the appropriate ADA must get involved in order to determine what work will be approved. The ROD must be notified as to the outcome. 6. If a LCAMS user cannot resolve their conflict for any reason that user must notify the LCAMS Administrator of the reason. a. If the conflict cannot be resolved by the LCAMS Administrator, or TOC Operations Manager can t resolve the conflict then the RTOM or ROD will be notified. 7. All LCAMS entries that have lane closures must also be entered into VA Traffic. 60
65 Appendix C a. If a user s LCAMS is a blanket entry, Covers more days then needed or more time then needed, then that users VA traffic s must be specific to the times and location for each specific day. This can be achieved by entering VA Traffic entries the day of the work. 8. Entries shall abide by the Allowable Lane Closure hours of operations unless otherwise approved by the ROD. a. Users with entries that contain hours that are outside of the Allowable Hours of Operations may be required to provide further documentation; i. A Copy of the contract which states the time frame for lane closures. ii. A work zone traffic impacts assessment from Traffic Engineering that has been approved by the Regional Operations Director. 6
66 Appendix D VA Traffic Requirements and Expectations Background. Customers want more timely traffic and travel information and VDOT s operational needs require more consistent, accurate, and timely data to meet business needs and customer expectations. Overview. VaTraffic is a web-based application that accepts data, entered by VDOT and contract staff located throughout the state, related to current events and planned events, such as traffic incidents, congestion, planned events, security events and weather conditions. VaTraffic disseminates this event information through a data feed service. It is important that the information entered into VaTraffic is complete and accurate for many reasons; one of which is the data feeds provide VaTraffic information to: 5 Virginia Travelor information website; 5 Virginia IVR (Interactive Voice Response) telephone system; 5 App used on smart phones Twitter VDOT Dashboard VDOT Customer Service Virginia Department of Emergency Management VaTraffic global database VaTraffic also disseminates operational information to: VDOT executive management VDOT Duty Officers, Safety Officers and other VDOT responders Other partner agencies: o Virginia State Police o Federal Highway Administration (FHWA), o Virginia Department of Emergency Management (VDEM) References: VaTraffic User Guide VaTraffic Job Aids Hampton Roads Lane closures on any state maintained roadway shall have a VA Traffic entry o Shoulder Closures do not require a VA Traffic unless it may cause a significant impact to traffic. VaTraffic entries should be entered at least 4 hours before the start of the work VaTraffic entries must have accurate field contact information filled out A Parent Event should not exceed one month 6
67 Appendix D Prior to starting work (first cone down) you must call the TOC at so your work zone can be activated Upon completion of work you must call the TOC at so your work zone can be closed 63
68 Appendix E Procedures for Working in the Reversible Roadway (HOV-RR) Reversible Roadway Allowable Lane Closure Hours Mon- Fri: 9AM-PM and 9PM-4AM Sat: Sun: Planning: Contact the Hampton Roads TOC (HRTOC) Floor Manager to coordinate the date/time. Recommend at least one week prior to requested work. Once a date/time is agreed on, enter the roadwork into LCAMS. Entries must be made prior to 0800, the week prior to the requested work. Procedures: Prior to entering the HOV-RR contact the TOC Shift Supervisor to verify the closure time and your entry point. When entering the HOV-RR for a night time closure enter through the open gates at the I-64 eastbound gate entrance (past the Granby exit # 76) or stage in the Little Creek cut thru prior to the closure time. When entering for a day time closure enter the HOV-RR through the Twin Bridge entrance prior to closure and pull over to the shoulder. After the gates are closed, an SSP will approach your vehicle and advise you to wait for a call from the Shift Supervisor advising that it is now safe for you to start working- this phone call will be after the SSP has swept the HOV-RR making sure all vehicles are clear. While traveling in the HOV-RR, keep your lights and flashers on -- and always travel in the right lane. We have a stringent communication protocol for crews working in the HOV-RR. The HRTOC Shift Supervisor is the primary coordination point Call the HRTOC Shift Supervisor after you ve entered the HOV-RR and staged on the shoulder. Call if you need to relocate once at your approved work site. Call when you have completed your work and are prepared to leave. Call when you verify that your crews are entirely cleared from the HOV-RR. This coordination enables us to account for all who are working within this dynamic roadway and coordinate movement of vehicles to keep everyone safe. 64
Allowable Lane Closure Hours. for the. State Highway System. Hampton Roads District. Virginia Department of Transportation
Allowable Lane Closure Hours for the State Highway System in Hampton Roads District Virginia Department of Transportation June 06 Revised August 08 Allowable Lane Closure Hours Hampton Roads District Revisions
More informationDemolition of Ramp C (SN ): Westbound Ontario Street to Eastbound I-90/94) over I-90/94 (JF Kennedy Expressway)
I-90/94 (Kennedy Expressway) at Ohio Street Structure Replacement and Rehabilitation Section Number 0303-474HB-R D-91-177-09 Contract 60F63 Cook County, Region One, District One City of Chicago Project
More informationMODIFICATION # 14 TO CONTRACT NUMBER BETWEEN THE COMMONWEALTH OF VIRGINIA AND MOTOROLA, INC.
MODIFICATION # 14 TO CONTRACT NUMBER 2001-035 BETWEEN THE COMMONWEALTH OF VIRGINIA AND MOTOROLA, INC. This MODIFICATION #14 is an agreement between the Commonwealth of Virginia through its Department of
More informationCurrently 2 vacant engineer positions (1 Engineer level, 1 Managing Engineer level)
INDOT Agency Factoids (System/Comm.) Number of signalized intersections- 2570 200 connected by fiber 300 connected by radio 0 connected by twisted pair 225 connected by cellular 1500 not connected to communication
More informationMetro - Let me know about major weekend traffic impacts
Highway 100 Construction Traffic Impacts Dates may change due to weather. West 36th St to Hwy 62 Currently April 4-mid Aug 50th St. ramp to NB Hwy 100 will close. The ramp will reopen in mid-august. Upcoming
More informationKing Mill Lambert DRI# 2035 Henry County, Georgia
Transportation Analysis King Mill Lambert DRI# 2035 Henry County, Georgia Prepared for: The Alter Group, Ltd. Prepared by: Kimley-Horn and Associates, Inc. Norcross, GA Kimley-Horn and Associates, Inc.
More informationUpdated: April 7, 2016
Updated: April 7, 2016 Hwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise walls will be evaluated Replace
More informationAppendix Traffic Engineering Checklist - How to Complete. (Refer to Template Section for Word Format Document)
Appendix 400.1 Traffic Engineering Checklist - How to Complete (Refer to Template Section for Word Format Document) Traffic Engineering Checksheet How to Complete the Form June 2003 Version 3 Maintained
More informationENTERPRISE Transportation Pooled Fund Study TPF-5 (231)
ENTERPRISE Transportation Pooled Fund Study TPF-5 (231) Impacts of Traveler Information on the Overall Network FINAL REPORT Prepared by September 2012 i 1. Report No. ENT-2012-2 2. Government Accession
More informationI-85 Integrated Corridor Management. Jennifer Portanova, PE, CPM Sreekanth Sunny Nandagiri, PE, PMP
Jennifer Portanova, PE, CPM Sreekanth Sunny Nandagiri, PE, PMP SDITE Meeting, Columbia, SC March 2017 Agenda The I-85 ICM project in Charlotte will serve as a model to deploy similar strategies throughout
More informationHwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise
Hwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise walls will be evaluated 2 Approximate $200 million construction
More informationExit 61 I-90 Interchange Modification Justification Study
Exit 61 I-90 Interchange Modification Justification Study Introduction Exit 61 is a diamond interchange providing the connection between Elk Vale Road and I-90. Figure 1 shows the location of Exit 61.
More informationACEC OC February 22, 2017
ACEC OC February 22, 2017 I-405 Freeway 1958 I-405 Freeway Today Measure R Highway Projects Study Area Highway Program Project Status Summary (Measure R Funded) # Project Current Phase Estimated Cost of
More informationCopy of Dreamland Resort Emergency Web Page
Copy of Dreamland Resort Emergency Web Page The following information will provide an overview of the emergency procedures in effect at Dreamland Resort and a guide to the location of medical facilities
More informationMAINTENANCE OF TRAFFIC &
2/28/2015 5:05:15 PM d106136001k(01).dgn MANAGER Dave Covington, P.E. (540) 292-3802 VA. 29 1K(1) TRANSPORTATION OPERATIONS (TO) PLAN A). THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 1. POST A LIST
More informationService Recommendations
Berkshire Regional Transit Authority REGIONAL TRANSIT PLAN Service Recommendations May 2015 Outline Introduction Study Process Service Recommendations Public comments Questions 2 Introduction URS Team
More informationDiversion Analysis. Appendix K
Appendix K Appendix K Appendix K Project Description The Project includes the potential closure of the eastbound direction ramp for vehicular traffic at Washington Street and University Avenue. In addition,
More informationTRAFFIC ENGINEERING DIVISION
VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC ENGINEERING DIVISION MEMORANDUM GENERAL SUBJECT: Radio Systems/Highway Signs SPECIFIC SUBJECT: Use of Radio Systems by VDOT & Localities: HAR and TIS Informational
More informationState Road A1A North Bridge over ICWW Bridge
Final Report State Road A1A North Bridge over ICWW Bridge Draft Design Traffic Technical Memorandum Contract Number: C-9H13 TWO 5 - Financial Project ID 249911-2-22-01 March 2016 Prepared for: Florida
More informationEVALUATING AN ADAPTIVE SIGNAL CONTROL SYSTEM IN GRESHAM. James M. Peters, P.E., P.T.O.E., Jay McCoy, P.E., Robert Bertini, Ph.D., P.E.
EVALUATING AN ADAPTIVE SIGNAL CONTROL SYSTEM IN GRESHAM James M. Peters, P.E., P.T.O.E., Jay McCoy, P.E., Robert Bertini, Ph.D., P.E. ABSTRACT Cities and Counties are faced with increasing traffic congestion
More informationCLINTON CLOSURE DETOURS
S W Princen Ave Southbound Hwy off ramp at Shields Ave Ave: Exit Southbound Hwy at Shields, proceed south on Marks Ave Ave Southbound Hwy on ramp at Shields Ave from Ave: Ave Marks Ave north. Proceed north
More informationPUBLICATION 213. Think Safety First
PUBLICATION 213 (67 PA CODE, CHAPTER 212) Think Safety First Pub 213 (02-08) Appendix Appendix A - Temporary/Portable
More informationSingle Point Urban Interchange (SPUI) with Signals
1 Single Point Urban Interchange (SPUI) with Signals Allows for concurrent left turns on Wurzbach Parkway and on NW Military Traffic Signal added on NW Military Hwy at Fairfield Bend/ Turnberry Way Large
More informationThis page is intentionally left blank
This page is intentionally left blank This page is intentionally left blank MnDOT Metro District Fact Sheet Mpls./St. Paul District Offices: Roseville-Water's Edge (HQ), Golden Valley, Oakdale mndot.gov/metro/
More informationPlanarization & Routing Guide
Metro Regional Centerlines Collaborative Planarization & Routing Guide Document: Version. Published: July 8, 25 Prepared and edited by: Matt Koukol, MRCC Project Technical Lead Ramsey County GIS Manager
More informationThe Shoppes at Forney Crossings
F M 548 U.S. HWY 80 U.S. HWY 80 F M 688 F M 548 COOL SPRINGS F M 1641 F M 548 TROPHY BUGLE CALL PHESANT WHITE PORCH SPINAKER The Shoppes at Forney Crossings 18' 14'-8" 18' 15'-8 1 2 " 14' 7' 23'-0" 21'-0"
More informationAppendix G. Visual Simulations and Illustrations
Appendix G Visual Simulations and Illustrations 5TH AVE AV E N View ewshe ed 5 SHORELINE N 185TH ST egment B gment A 26 NE 185th Street Station (A1, A3, A5, A7, A10, A11) 25 24 23 22 21 NE 180TH ST 99
More informationASSESSING THE POTENTIAL FOR THE AUTOMATIC DETECTION OF INCIDENTS ON THE BASIS OF INFORMATION OBTAINED FROM ELECTRONIC TOLL TAGS
ASSESSING THE POTENTIAL FOR THE AUTOMATIC DETECTION OF INCIDENTS ON THE BASIS OF INFORMATION OBTAINED FROM ELECTRONIC TOLL TAGS Bruce Hellinga Department of Civil Engineering, University of Waterloo, Waterloo,
More informationDIVISION PAVEMENT MARKINGS AND MARKERS
DIVISION 61 66 PAVEMENT MARKINGS AND MARKERS 66.01 SCOPE: The purpose of these specifications is to describe the minimum requirements of the City of Chesapeake for pavement markings and shall be in addition
More informationAppendix B: Noise Study
Appendix B: Noise Study creating remarkable solutions for a higher quality of life NOISE STUDY Interstate 55 Route PP to County Road 311 Prepared for: MoDOT PROJECT NO. J010956 November 2014 Prepared
More informationBOSTON EVERETT HORIZON WAY BROADWAY ALFORD ST BOW ST BOSTON CITY LINE EVERETT CITY LINE DEXTER ST MYSTIC ST COURTLAND ST LYNDE ST THORNDIKE ST
BOSTON HORIZON WAY ALFORD ST BROADWAY BOSTON CITY LINE CITY LINE MANHOLE #101 (STA 5+00) BOW ST DEXTER ST ST LYNDE ST THORNDIKE ST COURTLAND ST RIVER PROP (TYP) ROBIN ST BETTY ST 50 500 1. BASELINE STATIONING
More informationMove In Directions for First-year and Transfer Students Douglass Campus Gibbons Residence Hall A & B
Move In Directions for First-year and Transfer Students Douglass Campus Gibbons Residence Hall A & B General Instructions: Print directions and name of assigned building. Place the name of your residence
More informationPurple Line Extension Section 3 Pre-Construction Community Meeting June 21, 2018
Purple Line Extension Section 3 Pre-Construction Community Meeting June 21, 2018 1 Agenda Environmental Updates UCLA Station Advance Utility Relocation VA Station Advance Utility Relocation Underground
More informationMODIFICATION # 17 TO CONTRACT NUMBER BETWEEN THE COMMONWEALTH OF VIRGINIA AND MOTOROLA, INC.
MODIFICATION # 17 TO CONTRACT NUMBER 2001-035 BETWEEN THE COMMONWEALTH OF VIRGINIA AND MOTOROLA, INC. This MODIFICATION #17 is an agreement between the Commonwealth of Virginia through its Department of
More informationSeptember 6, 2018 CITY OF BERKELEY SHATTUCK RECONFIGURATION AND PEDESTRIAN SAFETY PROJECT SPECIFICATION NO C ADDENDUM NO.
Department of Public Works Transportation Division September 6, 2018 CITY OF BERKELEY SHATTUCK RECONFIGURATION AND PEDESTRIAN SAFETY PROJECT SPECIFICATION NO. 17-11090-C ADDENDUM NO. 3 Dear Bidder: The
More informationManaging traffic through Signal Performance Measures in Pima County
CASE STUDY Miovision TrafficLink Managing traffic through Signal Performance Measures in Pima County TrafficLink ATSPM Case Study Contents Project overview (executive summary) 2 Project objective 2 Overall
More informationAppendix CANADA / Québec Montréal tunnels Ville-Marie & Viger
PIARC WG5 Complex Underground Road Networks Part A Case Studies - appendices Appendix 3.1 - CANADA / Québec Montréal tunnels Ville-Marie & Viger 1. SUMMARY The Ville-Marie and Viger tunnel complex is part
More informationDriving directions during the closure of Business 40 for the following downtown Winston-Salem facilities in Innovation Quarter:
Driving directions during the closure of Business 40 for the following downtown Winston-Salem facilities in Innovation Quarter: ONE TECHNOLOGY PLACE PIEDMONT TRIAD COMMUNITY RESEARCH CENTER RICHARD H.
More informationWSDOT LED Adaptive Roadway Lighting & Illumination Reform
WSDOT LED Adaptive Roadway Lighting & Illumination Reform Keith Calais Signal and Illumination Engineer Western States Rural Transportation Technology Implementers Forum June 17-19, 2014 Yreka, CA 1 Each
More informationLincoln County Fire and Rescue Association Standard Operating Guideline (SOG)
Number: 113 Title: Fire Dispatch Guidelines Purpose: To provide an overview of communications guidelines for fire and rescue departments. 1. Radio Etiquette All Radio users shall comply with all pertinent
More informationAppendix L Noise Technical Report. Rehabilitation and Restoration of the Longfellow Bridge
Appendix L Noise Technical Report Rehabilitation and Restoration of the Longfellow Bridge Noise Technical Report Rehabilitation and Restoration of the Longfellow Bridge Boston, MA May, 2011* Prepared by
More informationDrawbridge Operation Regulation; Oakland Inner Harbor, ACTION: Notice of deviation from drawbridge regulation.
This document is scheduled to be published in the Federal Register on 03/06/2015 and available online at http://federalregister.gov/a/2015-05231, and on FDsys.gov 9110-04-P DEPARTMENT OF HOMELAND SECURITY
More informationTOTAL FOR CENTRAL PLANNING DISTRICT 1,842 3,903 4, ,921 6,840 1, , ,592
Central ($1,000) ($1,000) ($1,000) ($1,000) ($1,000) ($1,000) ($1,000) ($1,000) ($1,000) ($1,000) Central Virginia Amherst 14 0 (1) 0 (1) 172 (1) (1) 221 1,501 Appomattox 42 82 100 0 479 216 67 (1) 850
More informationSDSU NEW STUDENT HOUSING PROJECT ENVIRONMENTAL IMPACT REPORT Final EIR Comments and Responses
FINAL SDSU NEW STUDENT HOUSING PROJECT ENVIRONMENTAL IMPACT REPORT Final EIR Comments and Responses SCH# 2016121025 Prepared for: 5500 Campanile Drive San Diego, California 92182-1624 Contact: Laura Shinn
More informationPUBLIC HEARING LOOP 375 FRONTAGE ROADS RECONFIGURATION FROM FM 76 (NORTH LOOP DRIVE) TO ZARAGOZA PORT OF ENTRY CSJ: EL PASO COUNTY, TEXAS
PUBLIC HEARING LOOP 375 FRONTAGE ROADS RECONFIGURATION FROM FM 76 (NORTH LOOP DRIVE) TO ZARAGOZA PORT OF ENTRY CSJ: 2552-03-058 EL PASO COUNTY, TEXAS Del Valle High School July 25, 2018 Hearing Information
More informationPrefabricated Elements Case Study
Prefabricated Elements Case Study Final Report June 2007 Sponsored by the Smart Work Zone Deployment Initiative a Federal Highway Administration pooled fund study and the Midwest Transportation Consortium
More informationLocate Request Information
Locate Request Information NOTE: DO NOT USE any apostrophes ( )or quotation marks ( ) in Web Ticket Entry. Doing so may hamper the transmission of tickets to the utilities and locators. Limit per Ticket
More informationTOTAL FOR CENTRAL PLANNING DISTRICTS 291,934 84, , , ,524 74, ,402 93,211
Production Crops Inc. Central ($1,000) Farm ($) ($1,000) Farm ($) ($1,000) Farm ($) ($1,000) Farm ($) Central Virginia Amherst 3,371 33,049 3,996 38,799 1,390 49,642 2,606 26,865 Appomattox 3,758 30,552
More informationPurple Line Extension Section 3 Pre-Construction Community Meeting March 22, 2018
Purple Line Extension Section 3 Pre-Construction Community Meeting March 22, 2018 1 Agenda Westwood/UCLA Map and Schedule Advance Utility Relocation Bus Stop Relocations Westwood/VA Hospital Map Advance
More informationCHAPTER 14: TRAFFIC SIGNAL STANDARDS Introduction and Goals Administration Standards Standard Attachments 14.
14.00 Introduction and Goals 14.01 Administration 14.02 Standards 14.03 Standard Attachments 14.1 14.00 INTRODUCTION AND GOALS The purpose of this chapter is to outline the City s review process for traffic
More information2018 District 1 Highway Construction Program
District 1 Highway Construction Program For additional information contact: Stephanie Christensen MnDOT District 1, Public Affairs Office: 218-725-2700 Email: Stephanie.smith-christensen@state.mn.us Last
More informationCONCURRENT OPTIMIZATION OF SIGNAL PROGRESSION AND CROSSOVER SPACING FOR DIVERGING DIAMOND INTERCHANGES
CONCURRENT OPTIMIZATION OF SIGNAL PROGRESSION AND CROSSOVER SPACING FOR DIVERGING DIAMOND INTERCHANGES Yao Cheng*, Saed Rahwanji, Gang-Len Chang MDOT State Highway Administration University of Maryland,
More informationVOLUSIA COUNTY SHERIFF S OFFICE FIRE/EMS COMMUNICATIONS CENTER
VOLUSIA COUNTY SHERIFF S OFFICE FIRE/EMS COMMUNICATIONS CENTER COMMUNICATIONS POLICIES AND PROCEDURES POLICY# C-01.01 SUBJECT: RADIO INFORMATION ISSUING AUTHORITY: RESCINDS: 07 SEPTEMBER 2002 DATE ISSUED:
More informationAppendix B: Transportation B-10 Toll Plaza Analysis
Appendix B: Transportation B-10 Toll Plaza Analysis TRAFFIC-DESIGN STUDIES TZB TOLL PLAZA ANALYSES STUDY ASSUMPTIONS Study Goal: Provide assessment of current design concept for toll plaza operations under
More informationAbilene District Traffic Signal Timing and Capacity Analysis
Abilene District Traffic Signal Timing and Capacity Analysis 2017 IAC Report Task-45 TransTech Lab, TechMRT Hongchao Liu, Ph.D., P.E. Jason (Bo) Pang, Ph.D. Ariel Castillo-Rodriguez, E.I.T. I Table of
More informationUsing Multimodal Performance Measures to Prioritize Improvements on US 101 in San Luis Obispo County
Portland State University PDXScholar TREC Friday Seminar Series Transportation Research and Education Center (TREC) 4-24-2015 Using Multimodal Performance Measures to Prioritize Improvements on US 101
More informationThe Missouri Department of Transportation is proposing to amend the state's five-year Statewide Transportation Improvement Program (STIP).
The Missouri Department of Transportation is proposing to amend the state's five-year Statewide Transportation Improvement Program (STIP). A 7-day public comment period regarding the amendment begins February
More informationDEVELOPMENT PLAN CHECKLIST
Project Identification Information: DEVELOPMENT PLAN CHECKLIST 1.0 GENERAL 1.1 Additional information as required by specific Land Use 1.2 All sheets to include sheet number ( of ) 1.3 Seal and signature
More informationAgenda. Analysis Tool Selection and Mesoscopic Dynamic Traffic Assignment Models Applications:
Four Case Studies Agenda Analysis Tool Selection and Mesoscopic Dynamic Traffic Assignment Models Applications: Traffic diversion caused by capacity reduction (Fort Lauderdale, FL) Impacts on traffic due
More informationDE 8 Concept Plan and Operations Study. City of Dover Safety Advisory and Transportation Committee Meeting December 1, 2008
DE 8 Concept Plan and Operations Study City of Dover Safety Advisory and Transportation Committee Meeting December 1, 2008 Purpose Develop a concept plan describing the aesthetic qualities of the corridor
More informationDESIGN PUBLIC HEARING
DESIGN PUBLIC HEARING JUNE 22, 2016 AT TOWN HALL AUDITORIUM 11 TOWN HOUSE ROAD WESTON, MASSACHUSETTS 7:00 PM FOR THE PROPOSED DEMOLITION OF LEGACY TOLL PLAZAS ALONG I-90 DISTRICT 6 PLAZAS 14, 15 AND 55
More informationCHAPTER 2C - PRELIMINARY DESIGN. General... 2C-1. Review of Work Load... 2C-2 Establishing Priorities... 2C-2
SECTION 2C - 1 - PROJECT REVIEW CHAPTER 2C - PRELIMINARY DESIGN General... 2C-1 SECTION 2C - 2 - COORDINATING TIME SCHEDULES Review of Work Load... 2C-2 Establishing Priorities... 2C-2 SECTION 2C 3 - REVIEW
More informationZOO INTERCHANGE PROJECT
ZOO ITERCHAGE PROJECT GET AROUD GUIDE winter 0/0 - summer 0 TAKE A LOOK ISIDE FOR CLOSURE IFORMATIO, ALTERATE ROUTES, TRASPORTATIO OPTIOS, HOW TO STAY COECTED TO THE ZOO ITERCHAGE PROJECT AD MUCH MORE!
More informationINNOVATIVE DEPLOYMENT OF DYNAMIC MESSAGE SIGNS IN SAFETY APPLICATIONS
INNOVATIVE DEPLOYMENT OF DYNAMIC MESSAGE SIGNS IN SAFETY APPLICATIONS L.A. Griffin Director of Expressway Operations, Orlando-Orange County Expressway Authority 4974 ORL Tower Road Orlando, FL 32807 (407)
More informationAppendix D. Traffic Noise Analysis Report. I-94 St. Michael to Albertville Minnesota Department of Transportation
Appendix D Traffic Noise Analysis Report I-94 St. Michael to Albertville Minnesota Department of Transportation Traffic Noise Analysis Report I-94 St. Michael to Albertville Project SP 8680-172 Report
More informationMaintenance of Traffic sequence of operations including any phasing and detour maps;
All Local-let projects are required to have a Stage 2 submittal to the LPA Manager for review. The only exceptions are 2-lane resurfacing, striping, guardrail, and raised pavement markers, unless otherwise
More informationKING COUNTY FIRE MODEL PROCEDURE Section 15 Abandon / Withdraw
KING COUNTY FIRE MODEL PROCEDURE Section 15 Abandon / Withdraw Adopted 1/21/07 Revised 6/5/17 1.0 PURPOSE 1.1 This model procedure is endorsed by the King County Fire Chiefs Association as a template for
More informationAppendix C HCS 7 ANALYTICAL REPORTS: MITIGATED SIGNALIZED AND NON-SIGNALIZED INTERSECTIONS. Draft
Appendix C HCS 7 ANALYTICAL REPORTS: MITIGATED SIGNALIZED AND NON-SIGNALIZED INTERSECTIONS HCS7 All-Way Stop Control Report Site Information Analyst M Hays Intersection Mulberry Ave @ Newcomb St Agency/Co.
More informationNorthern Virginia Case Study Validation: Travel Time Reliability Monitoring
Establishing Monitoring Programs for Mobility and Travel Time Reliability (L02) Strategic Highway Research Program 2 Transportation Research Board National Academies Northern Virginia Case Study Validation:
More informationAesthetic Steering Committee Meeting No. 8
I-395 Reconstruction Project Aesthetic Steering Committee Meeting No. 8 July 17, 2015 1 Sunshine Law Concepts All meetings of any board or commission of any state agency at which official acts are to be
More informationDetail Design For Pavement Rehabilitation on Trunk Highway 14 From Tracy to Revere
Detail Design For Pavement Rehabilitation on Trunk Highway 14 From Tracy to Revere Section 1 Introduction and Intersection Information State Project (SP) 6401-37 on MN Highway 14 SP 6401-37 is a Bituminous
More informationA. INTRODUCTION PRINCIPAL CONCLUSIONS
Chapter 16: Traffic and Parking A. INTRODUCTION This chapter examines the potential traffic and parking impacts of the proposed development of the Fresh Kills Park project. The analysis of the proposed
More informationStraight Line Diagram. Lawrence 37. January 2010
Straight Line Diagram Lawrence 37 January 2010 This document was produced by the Pennsylvania Department of Transportation (PENNDOT) as an internal management tool for State maintained highways and is
More informationColumbia Communications District Request for Information New Radio Communications System
Columbia 9-1-1 Communications District Request for Information New Radio Communications System Submission Deadline January 2, 2018 1 1 Overview 1.1 Introduction The Columbia 911Communications District
More informationALLIANCE CHRISTIAN SCHOOL 5809 Portsmouth Blvd. Portsmouth, VA. (757) ATLANTIC SHORES 1219 N Centerville Turnpike Chesapeake
ALLIANCE CHRISTIAN SCHOOL 5809 Portsmouth Blvd. Portsmouth, VA. (757) 488-5552 About 12.2 miles 24 minute ATLANTIC SHORES 1219 N Centerville Turnpike Chesapeake 479-9598 About 12.2 miles 24 minute BAYLAKE
More informationDepartment of Energy Technology Readiness Assessments Process Guide and Training Plan
Department of Energy Technology Readiness Assessments Process Guide and Training Plan Steven Krahn, Kurt Gerdes Herbert Sutter Department of Energy Consultant, Department of Energy 2008 Technology Maturity
More informationI-405 Sepulveda Pass Improvements Project. Community Advisory Committee April 28, 2011
I-405 Sepulveda Pass Improvements Project Community Advisory Committee April 28, 2011 1 Major Issues Wilshire Loops (GSA, VA) Mulholland Dr Bridge demolition Completing south side of Sunset Bl Bridge 2
More informationADDENDUM No. 1. ITB No Northside Interceptor Condition Assessment. Due: February 1, 2018 at 10:00 A.M. (Local Time)
ADDENDUM No. 1 ITB No. 4521 Northside Interceptor Condition Assessment Due: February 1, 2018 at 10:00 A.M. (Local Time) The following changes, additions, and/or deletions shall be made to the Invitation
More informationTitle- RADIO PROTOCOL FOR EMERGENCY INCIDENTS CLASSIFICATION POLICY STATEMENT
Department of Emergency Response And Communications Cortland County 911 Public Safety Building; Suite 201 54 Greenbush Street Cortland, New York 13045 200-002 Title- RADIO PROTOCOL FOR EMERGENCY INCIDENTS
More informationSession 8 Traffic Noise Modeling: Best Practices for Modeling and Review of Models
Session 8 Traffic Noise Modeling: Best Practices for Modeling and Review of Models Facilitator: Tom Hanf, Michigan DOT Participants: Mark Ferroni, FHWA Josh Kozlowski, Virginia DOT Jim Ozment, Tennessee
More information%&g( %&g( ) Bridge Projects DRAFT
BELCHER RD 66TH ST N DRAFT 09-18-14 GULF BLVD Dunedin Causeway 16 Gulf of Mexico WEST BAY DR WALSINGHAM RD Beckett Bridge 102ND AVE N 26 27 S MYRTLE AVE 113TH ST N EDGEWATER DR BAYSHORE BLVD S MISSOURI
More informationGUIDELINES AND MINIMUM ACCEPTANCE CRITERIA FOR THE PREPARATION AND SUBMISSION OF PARKING MANAGEMENT PLANS (PMP) ARLINGTON COUNTY GOVERNMENT (ACG)
GUIDELINES AND MINIMUM ACCEPTANCE CRITERIA FOR THE PREPARATION AND SUBMISSION OF PARKING MANAGEMENT PLANS (PMP) TO ARLINGTON COUNTY GOVERNMENT (ACG) Effective Date: February 15, 2016 Prepared by: Arlington
More informationNewtown SGA Master Plan
Newtown SGA Master Plan CITY OF VIRGINIA BEACH 25 MARCH 2010 Consultant Team Urban Design Associates Lead Firm, Urban Design Landmark Design Group Landscape and Civil Engineering URS Corporation Transportation
More informationCHAPTER 1: TITLE SHEET and GENERAL LAYOUT
CHAPTER 1: TITLE SHEET and GENERAL LAYOUT AREA OF ENVIRONMENTAL SENSITIVITY It is important to show the areas of environmental sensitivity in the plan to make sure these areas are not impacted. These locations
More informationI-405 Sepulveda Pass Improvements Project. Quarterly Community Meeting December 9, 2010
I-405 Sepulveda Pass Improvements Project Quarterly Community Meeting December 9, 2010 1 Project Boundaries Southern boundary from National Bl. south to the Santa Monica-Rosa Parks Freeway (I-10) Northern
More informationTECHNICAL BRIEFING WORK ON THE RÉSEAU EXPRESS MÉTROPOLITAIN JUNE 4, 2018
TECHNICAL BRIEFING WORK ON THE RÉSEAU EXPRESS MÉTROPOLITAIN JUNE 4, 2018 3 4 2 1 1. SOUTH SHORE 2018-2019 SCHEDULE End of June 2018 Temporary reconfiguration of Highway 10 (Sherbrooke direction) Deflection
More informationAttachment #2 PPW133-07
Attachment #2 PPW133-07 Pg. 1 EXECUTIVE SUMMARY Environmental Assessment Study In January 2005, Regional staff retained to commence a Schedule C Environmental Assessment Study to identify the improvements
More informationSection 7 Specification 7.2 Painted Roadway Lines TABLE OF CONTENTS
TABLE OF CONTENTS 7.2 PAINTED ROADWAY LINES... 1 7.2.1 GENERAL... 1 7.2.1.1 Description... 1 7.2.1.2 Contractor Quality Control Inspection Plan... 1 7.2.2 MATERIALS... 1 7.2.3 EQUIPMENT... 1 7.2.3.1 General...
More informationGuide Sign Policy for Secondary State Highways Edition
Massachusetts Highway Department, Ten Park Plaza, Boston, MA 02116-3973 ` Guide Sign Policy for Secondary State Highways 2005 Edition Revised September 2005 1. PURPOSE The Massachusetts Highway Department
More informationMACOMB COUNTY DEPARTMENT OF ROADS TRAFFIC OPERATIONS CENTER PERFORMANCE MEASURES. August 2017
MACOMB COUNTY DEPARTMENT OF ROADS TRAFFIC OPERATIONS CENTER To provide and maintain a reliable real time traffic operations system, in coordination with county stakeholders, that enables a safe, efficient,
More informationTCAG Annual Intersection Monitoring Program
TCAG Annual Intersection Monitoring Program 2015 Intersection Monitoring Report Prepared by: Transportation Modeling Department August, 2015 Work Element 605.01 TABLE OF CONTENTS INTRODUCTION...1 PROJECT
More informationOhio Department of Transportation Office of Roadway Engineering January 18, 2013
Ohio Department of Transportation Office of Roadway Engineering January 18, 2013 To: Holders of the Traffic Standard Construction Drawings (SCDs) and Plan Insert Sheets (PISs) As of January 18, 2013, eighteen
More information1050 Page Mill Road Office Development
1050 Page Mill Road Office Development Transportation Impact Analysis Prepared for: 1050 Page Mill Road Property, LLC April 15, 2015 Hexagon Office: 2 N. Second Street, Suite 400 San Jose, CA 95113 Hexagon
More informationAdversity Volleyball Center. Energy Sports Complex
Adversity Volleyball Center is located at: 700-710 Corporate Woods Parkway, Vernon Hills, IL 60061 700 Corporate Woods Parkway, is located just west of Milwaukee Ave (Route 21) midway between Route 22
More informationTexas Department of Transportation Book 2 - Technical Provisions. IH 35E Managed Lanes Project. Attachment 4-4. Section 4(f) Mitigation Master Plan
Texas Department of Transportation Book 2 - Technical Provisions IH 35E Managed Lanes Project Attachment 4-4 Section 4(f) Mitigation Master Plan IH 35E Managed Lanes Project Book 2 - Technical Provisions
More informationEffective November 5, New York City Transit. Subway Timetable. Now: Late Night Shuttle Service extended to Whitehall St-South Ferry Station.
Effective November 5, 2017 New York City Transit Subway Timetable - Now: Late Night Shuttle Service extended to Whitehall St-South Ferry Station. R trains operate local between Forest Hills-71 Av, Queens,
More informationTECHNICAL MEMORANDUM
TECHNICAL MEMORANDUM Design Submittal and Review Protocol In-progress and Draft 15% Design Submittals TM 0.7 Prepared by: Signed document on file 4 Jun 2009 Ken Jong, PE, Engineering Manager Date Checked
More informationValidation Plan: Mitchell Hammock Road. Adaptive Traffic Signal Control System. Prepared by: City of Oviedo. Draft 1: June 2015
Plan: Mitchell Hammock Road Adaptive Traffic Signal Control System Red Bug Lake Road from Slavia Road to SR 426 Mitchell Hammock Road from SR 426 to Lockwood Boulevard Lockwood Boulevard from Mitchell
More informationTask 27: Prepare the Experiment. Center for Infrastructure and Transportation Studies Technical Report No: October 25, 2008
Task 27: Prepare the Experiment Center for Infrastructure and Transportation Studies Technical Report No: 08-04 October 25, 2008 Prepared by Jeffrey Wojtowicz Performed in conjunction with the Electronic
More informationRadiocommunication Facility Review Protocol
Radiocommunication Facility Review Protocol 1.0 PURPOSE 1.1 The purpose of this protocol is to outline the guidelines and review process through which Radiocommunication Facilities are evaluated within
More information