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Simple Intersection Improvement Project
Project Name:Direction/Milepost limits:Pavement Type:UPC #:Municipality(ies):County (ies):Project Manager:CD Designer:
Notes:
All item checked Y or N shall be briefly discussed in the Comments section below the checklist items.
NFI: Needs Further Investigation in Final Design (explain below).
Concept Development Checklist
Roadway Design Scope of Work
YNN/ANFIAre turning lanes present at this intersection?Are new turning or through lanes needed? (List below in the Comments section.)Are any lane or shoulder width reductions needed, resulting in substandard lane/shoulder widths?Will the project require any changes to the roadway horizontal alignment?Will the project require any changes to the vertical profile of the roadway?Will the project require any changes to existing projects footprint?Will the project require any work in the median?Will the project include any drainage work?Will the project require traffic signal upgrades or new traffic signals?Will the project include any traffic calming features (speed tables, chicane, midblock median islands, road diet, narrowed lanes, etc. Consult with FHWA on NHS Routes)?
Note: A Design Exception process is not anticipated for simple intersection improvement projects. A geometric review should be performed during the CD phase to determine if any existing substandard elements are contributing to crashes, regardless of the formal design exception process.
Roadway Comments:1.2.3.4.5.6.7.8.9.10
Traffic Engineering
YNN/ANFIAre there traffic signals or beacons in the project limits?Are the pedestrian pushbutton locations MUTCD and ADA compliant?Do any MUTCD violations exist with the traffic signal layout?Have field foot-candle readings been taken at the signalized intersections with lighting?Do countdown Walk / Dont Walk indications exist? Do the latest electrical as-builts obtained from BTE reflect existing conditions?Do the signal timings meet current MUTCD walking speed standards?Do the signal timings meet current MUTCD and ITE clearance intervals?Are there any existing signs potentially non-compliant with either the MUTCD or Supplemental Guide Sign Policy? Is overhead vehicular detection present?Have any electrical maintenance issues been found through EL-81 forms in MMS? Have junction boxes at traffic signals been spot checked for conduit fill?Are there currently Jersey median barrier end treatments at signalized intersections?Do lane drop, entrance and exit ramp markings meet current MUTCD standards? Do any sign panels need revisions to meet current standard? Is the lighting evaluated at this intersection? Are the traffic poles and mast arms up to current standards? Are there any aluminum poles with dual mast arms? Are there any existing 20 round JB? These JBs must be removed and replaced with 18x36 rectangular junction boxes (JB). Is the controller an eight-phase controller? Is the cabinet capable of adding a generator auxiliary cabinet? Are there any exposed signal foundations? All exposed foundations should be replaced. As per 2009 MUTCD Section 2B.40 requirements, are there any substandard ONE-WAY Signs (R6-1, R6-2) or is there a need to install ONE-WAY Signs (R6-1, R6-2) within the project limits?
Traffic Engineering
(BTE) Comments:
1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.
Safety
YNN/ANFIWas a modern roundabout evaluated at this intersection?Does this intersection rank within the top 100 on the NJDOT SMS? What are the major safety concerns at this intersection?Was a crash analysis completed for this intersection? Do you have overrepresentation of angle crashes, left-turn and right-angle?Are there any pedestrian safety concerns at this intersection?Was a Led pedestrian interval evaluated at this intersection?Was the installation of back plates (with retroreflective border) and snow scoops evaluated at this intersection?Were dedicated left-turn and right-turn lanes evaluated at this intersection?Were the yellow change and red clearance intervals evaluated for compliance with MUTCD and ITE standards?Are there any other safety countermeasures under evaluation at this intersection? Was an HSM Analysis completed?
Safety Comments:
1.2.3.4.5.6.7.8.9.10.11.
Environmental Impacts/Concerns
YNN/ANFIIs the corridor within a Historic Corridor/District?Are wetland impacts possible as a result of the proposed work?Are stream encroachment impacts possible as a result of the proposed work?Is there a potential for hazardous waste impacts on the project?Is there a potential for other permits being needed as a result of the proposed work? (if yes, list potential permits in the Comments section below)
Environmental Comments:1.2.3.4.5.
Drainage and Stormwater
YNN/ANFIHas consultation with the Drainage Management Unit, Regional Construction Engineer (RCE), and Regional Operations Supervisor indicated any ponding/drainage problems/issues within this section of roadway that result in lane or shoulder closures? Has the Drainage Management Unit, Regional Construction Engineer (RCE), and Regional Operations Supervisor indicated any other ponding/drainage/ problems within this section of roadway?Has the Drainage Management Unit, Regional Construction Engineer (RCE), and Regional Operations Supervisor indicated any icing problems within this section of roadway?Has the designer driven the project limits after a heavy rain event to assess any potential ponding issues?Has TOSS or OCR received any complaints from locals regarding highway flooding or highway water flooding private property?Has the designer pulled all available contour and LIDAR information, and will the designer survey grades at any location showing, or having the potential for, ponding/drainage/icing problems? If ponding/drainage/icing problems have been identified by the Regional Construction Engineer (RCE), Regional Operations Supervisor, Drainage Management Unit, or Designer, have recommendations to correct been provided? (list all Recommended Corrective Actions in the Comments section below)Can the recommendations to correct the drainage or icing issues be accomplished within the parameters of a limited scope project?
Allowable work could include:
- Additional, flanking or snow inlets near low points.
- Reclaiming umbrella sections by regrading berm areas to remove build up, reclaiming swales and ditches by removing sediment. Note: Any removal of existing berm must include analysis to determine if the slope receiving umbrella drainage will be stable or will erode.
- Making minor adjustments to pavement grades or cross slopes to avoid ponding, resetting manholes and inlets to reduce or eliminate ponding and improve ride quality.
- Repairing or replacing of damaged drainage infrastructure
including inlets, pipes, & headwalls.
Pipes discharging to a stream must be replaced In-Kind with no increase in capacity. Note: Repair and replacement of pipes discharging to a stream must be assessed for changes in capacity to determine whether permitting issues are triggered.
Pipe replacement internal to the system may either maintain or increase its capacity.
- Cleaning of drainage system.Permitting: Can the proposed improvements be completed under a Statewide IP, a PBR, permit by certification, or Stormwater Management self-certification without the need for BMPs?Is there an increase in profile greater than 0.5?List the existing type of treatment beneath the guiderail in the comments section such as non-veg. HMA, non-veg porous HMA, non-veg. polyester matting, non-veg. gravel, grass, etc...Is the existing treatment below the guiderail proposed to be changed? If so, with what type?Will the project require new curb or curb replacement?If new curb is being added, will any water be redirected that will result in a loss of water quality?Has all existing Corrugated Metal Pipe (CMP) pipe been identified from as-builts and field verified?Has existing CMP pipe been evaluated for potential in-kind replacement or lining within the parameters of a limited scope project?Ensure that the transition between the side street and the main line shall not interfere with the proper storm water flow/drainage.
Drainage and Stormwater Comments:
1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.
Utilities and Railroads
YNN/ANFIAre there Aerial Facilities within the limits of the project?Are there underground facilities within the limits of the project?Are there anticipated impacts to existing facilities as a result of the proposed work beyond resetting castings and heads?Are any utility poles on the safety list for frequent crashes? (Utility Section Input required)Are there any railroads within the project limitsEnsure that utility underground manhole covers and inlets are brought to proper grades and properly sealed/incorporated into the roadway.
Utilities and Railroads Comments:
1.2.3.4.5.6.
Right-of-Way (ROW)
YNN/ANFIWill there be any temporary or permanent ROW impacts (e.g., acquisition, easement)? (List below in the Comments section a detailed description of the location and purpose of the impacts.)If there is ROW involvement, is the ROW needed for American with Disabilities Act (ADA) compliance per the Limited Scope Project Delivery Guideline Addressing ADA Compliance on Limited Scope Projects?Can the ROW process be accelerated using the Accelerated ROW Process for Sidewalks as per the Limited Scope Project Delivery Guideline?
Right-of-way Comments:
1.2.3
Pavement
YNN/ANFIHas the Pavement Recommendation been provided by Pavement Management?Are any additional Borings/Corings required during design?Is the shoulder pavement box adequate to support traffic during staging?Are Concrete Pavement Repair or Slab Replacement required?Does concrete slab repair/replacement recommendation need field verification?Is pre-cast slab replacement appropriate at this location?Have all ramps within the limits of the project, and adjacent pavement sections been inspected to determine adequacy of pavement condition?Are reliable As-Built plans and information available for this section of roadway and has this information been obtained from the Engineering Documents Unit?Has a spot check of existing cross slopes been conducted to verify the information contained in the As-Built plans?Does the project limit have any signs of sinkholes developing?Does the project limit have any signs of embankment/slope erosion or sedimentation?Are there any pending Maintenance Work Orders or Maintenance paving contracts within the project limits?Pave any intersection side street(s) within the project limits up to the NJDOT jurisdictional limits (This would apply only to non NJDOT/local streets)
Pavement Comments:
1.2.3.4.5.6.7.8.9.10.11.12.13.
Structural
YNN/ANFIAre there any structures within project limits?
(A simple intersection resurfacing project will most likely not be able to remain Limited Scope, if there are any structures within the project limit that require repair work.)Is deck patching required on any of the structures? (list below in Comments section the structures that require patching)Is deck replacement required? (list below in Comments section the structure number and the rating from the most recent inspection for all structures requiring a deck replacement). Should become a new start through the Bridge Management System.Will any decks within the project be overlaid with asphalt?Has Structures approved addition of asphalt dead load of the overlay?Is a superstructure replacement required? (list below in Comments section the structure number and the rating from the most recent inspection for all structures requiring a superstructure replacement). If yes, the project should become a new start through the Bridge Management System.Are approach/transition slabs present at the structures?Do the existing approach/transition slabs require rehabilitation/replacement?Do structures cross over this roadway segment?Does the existing under-clearance meet design standards? (list below in Comments section, the structure number and the existing vertical clearance for all structures with substandard under-clearance) **If there are structures with substandard under-clearance within the project limits, what pavement treatment will be used to maintain the vertical under-clearance? (mill x pave x, or replace entire pavement box under structure)Do Bridge Guiderail attachments meet standards?Are OHSS in need of replacement or repair? (list below in Comments section the structure number and/or milepost of all OHSS that require replacement or repair). If yes, it should become a new start through the Sign Structure Replacement Program.
Structural Comments:
1.2.3.4.5.6.7.8.9.10.11.12.13.
** Coordination with the Department of Defense MUST be conducted on ALL Interstate Structures where the existing/proposed vertical under-clearance is substandard. The coordination is required if the resulting vertical under-clearance remains substandard; whether the under-clearance is reduced, maintained, or improved.
Traffic Management/Operations
YNN/ANFIDetour Is it necessary and/or feasible? Has conceptual approval been received from Mobility Operations (formerly Traffic Operations) and Traffic Engineering?Staged Construction - Is it necessary and/or feasible? Has conceptual approval been received from Mobility Operations?Have Lane Closure Hours been provided? (if yes, provide memo from Mobility Engineering- Workzone as an attachment)
Traffic Management Operations Comments:
1.2.3.
Access
YNN/ANFIAre driveways present within the project limits? Are access alterations needed?
Access Comments:1.
ITS
YNN/ANFIAre there any CCTVs located within the project limits? (list below in the Comments section)Are there any DMSs located within the project limits? (list below in the Comments section)Are there any other ITS components within the project limits? (list below in the Comments section)Are any new ITS components required within the limits of the project? (a simple intersection project will most likely not be able to remain Limited Scope if any required ITS components are not able to be constructed under a separate standalone project)
ITS Comments:
1.2.3.4.
Miscellaneous
YNN/ANFIIf there is existing guiderail within the limits of the project, does it meet current design standards?Are there any locations where new guide rail is warranted, e.g., gaps?Can non-vegetative surfaces (non-veg porous HMA preferred) be used in conjunction with any guiderail installations/replacements?Do new guiderail installations adjacent to the curb necessitate replacing the curb in order to make curb height at guiderail compliant with M.A.S.H. criteria?Does highway lighting exist within the project limits?Does highway fencing exist within the project limits?Do rumble strips exist within the project limits?Are there Raised Pavement Markers within the project limits?Are there any trees with either evidence of past accidents or located at vulnerable locations, such as within the clear zone, for example on the outside of curves, which should be removed within the ROW?Is sight distance at intersections or on the inside of curves restricted by trees or vegetation within the ROW which should be removed? Is the visibility of any traffic signals or regulatory signs impaired by any trees or vegetation within the ROW which should be trimmed or removed?Are there any damaged, diseased, or dead trees within the ROW which should be removed?Is there a need for stabilization treatment along the edge of pavement due to grade change or erosion?
Miscellaneous Comments:
1.2.3.4.5.6.7.8.9.10.11.12.13.
Community Impacts
YNN/ANFIAre there any private residences within the limits of the project?Are there any commercial businesses within the limits of the project?Are there any schools within a half mile radius of the limits of the project?Other (e.g., Malls, Entertainment Complexes, Churches, etc.)Has the Office of Government and Community Relations received and Constituent complaints within the project limits.
Community Impacts
Comments:
1.2.3.4.5.
Community Outreach Plan All Information to be obtained from the Office of Government and Community Relations
YN30 days or more prior to FDS30 days or less prior to Construction **Officials BriefingPublic Information Center DesignPublic Information Center ConstructionLetters to OfficialsLetters to Property OwnersLetters to all in zip code/ neighborhoodKiosk or display in a Public PlaceInformation on DOT WebsitePress release
** Pre-Construction Officials Briefings and Pre-Construction Public Information Centers, if required by Office of Government and Community Relations, should be held after the project has been awarded and should be attended by the States Resident Engineer and by the Contractor.
SME Input*/Cross Check
YNOfficeName / Phone #Stru c t u r e s M o b i l i t y E n g i n e e r i n g - I T S T r a f f i c E n g i n e e r i n g O p e r a t i o n s M o b i l i t y O p e r a t i o n s ( f o r m e r l y T r a f f i c O p e r a t i o n s ) O f f i c e o f G o v t & C o m m u n i t y R e l a t i o n s C o n s t r u c t i o n M a n a g e m e n t ( C o n s t r u c t a b i l i t y R e v i e w ) E n v i r o n m e n t a l Communications
*Provide correspondence
Management System Cross-Check
YNBridgeDrainageSafetyCongestionMaintenanceProject Management Reporting System (PMRS)Local Aid (Any projects within the limits?)Guide Rail Management System (GRMS)
Funding/Authorization Information
YNIs the Project Programmed in the STIP for all Phases of Work?What is the anticipated FD authorization date and estimate? Provide info below.What is the anticipated CON authorization date and estimate? Provide info below.THIS PROJECT IS EXEMPT FROM AIR QUALITY CONFORMITY ANALYSIS.Comments:1.2.3.4.
Verification of Limited Scope Project Development
YNBased on the information obtained/observed during the field visit, input obtained from SMEs, and coordination/cross-checks with the various Management Systems, does the proposed scope of work for this project fit the definition of a Limited Scope Project?
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