Purpose of the Review
The Resident Engineer (RE) performs a Constructability Review of Maintenance of Traffic (MOT) plans to verify that proposed traffic control strategies can be physically built, safely maintained, and legally complied with before the contractor begins work.
A thorough MOT review prevents delays, safety violations, MUTCD non-compliance, community complaints, and costly change orders.
Who Performs the Review?
- Primary reviewer and approver
- Signs MOT approval documentation
- Coordinates with police/fire/city
- Holds contractor accountable
- Verifies field implementation
- Documents non-conformances
- Reports to RE daily
- Issues stop-work if unsafe
Key Reference Documents
- MUTCD β Manual on Uniform Traffic Control Devices (2009/2023 editions)
- IDOT BDE Manual β Bureau of Design & Environment
- IDOT Standard Specifications β Section 701 (MOT)
- Work Zone Safety β 23 CFR Part 630 Subpart J
- Project Special Provisions β Contract-specific requirements
- ITE Traffic Engineering Handbook
- Local Municipal Permits β City/County lane closure permits
Types of MOT Plans
Type II Moving/Traveling Work Zone
Type III Short Duration (<1 hr)
Type V Full Roadway Closure / Detour
Custom Project-Specific Phased Plan
π General Plan Requirements
Follow these 12 sequential steps when reviewing any MOT submittal. Click each step to expand.
Before reviewing technical content, ensure the submittal package is complete:
- Contractor's name, license number, and contact person on plan sheet
- PE stamp (if required by contract) β typically required for state routes, interstates, or complex closures
- Plan sheet title block: project name, project number, date, revision number
- List of applicable standard drawings referenced (IDOT, MUTCD)
- Submittal date vs. required lead time in contract
Verify the MOT plan matches contract requirements:
- Work zone hours match contract restrictions (e.g., no lane closures 7AMβ9AM / 4PMβ6PM)
- Minimum lane widths meet contract spec (typically 11 ft arterials, 10 ft collectors)
- Night work provisions or restrictions are honored
- Holiday/special event restrictions (e.g., no closures during Chicago Marathon weekend)
- Emergency vehicle access routes maintained per contract
- Verify plan matches actual field conditions (scale, north arrow, road layout)
- Confirm correct number of travel lanes, turn lanes, bike lanes, and parking lanes shown
- Verify driveways, alleys, bus stops, and fire hydrant locations are shown
- Check for transit routes (bus/train) β CTA/Pace routes need special attention
- Confirm utility structures (manholes, catch basins, valve boxes) are correctly located
- Verify existing pavement markings that will be affected are shown
- Verify sign types and sizes match MUTCD Table 6F-1 for road classification
- Check sign spacing per MUTCD β advance warning, transition, activity, termination zones
- Verify channelizing devices (cones, drums, barriers): type, spacing, placement
- Channelizing device spacing: 20 ft in taper, 40 ft in tangent for 45 mph zones
- Confirm delineators and tubular markers where applicable
- Verify traffic control signals if lane is shifted to opposing direction
- Portable Changeable Message Signs (PCMS) placement β 1 mile in advance on high-speed roads
- Arrow boards (Type C) for moving operations; Type B for stationary closures
Taper length formula (MUTCD):
L = W Γ S (for speeds β₯ 45 mph)
Where: L = taper length (ft), W = offset width (ft), S = posted speed (mph)
- Verify taper length is adequate for posted speed limit
- Check merging taper, shifting taper, and downstream taper (buffer)
- Confirm tangent-to-curve tapers have additional length
- Verify shoulder taper upstream of work zone
L = 12 Γ 35Β² / 60 = 12 Γ 1225 / 60 = 245 ft minimum taper length
If plan shows only 150 ft taper β REJECT β too short
- Minimum travel lane width: 10 ft (residential/low speed), 11 ft (arterial), 12 ft (state/federal routes)
- Minimum clearance from live traffic edge to any obstruction: 2 ft minimum (prefer 4 ft)
- Sidewalk/pedestrian clearance: minimum 4 ft (ADA requires 5 ft preferred)
- Overhead clearance: minimum 14 ft-6 in for truck traffic; verify if reduced clearance structures exist
- Contractor equipment: verify haul routes, staging areas don't encroach travel lanes
- Check for sight distance issues at intersections, driveways, and curves
- Verify correct sign series: W-series (warning), R-series (regulatory), M-series (motorist info)
- Check sign sizes per road classification (MUTCD Table 6F-1):
β Local roads: 30"Γ30" minimum
β Urban arterials: 36"Γ36"
β Freeways: 60"Γ60" or larger - Verify retroreflectivity requirements for night work (MUTCD Section 6F.01)
- Confirm "Road Work Ahead" (W20-1) is placed at least 1500 ft in advance on 55 mph roads
- Verify "End Road Work" (G20-2) sign at downstream end
- Check speed reduction signs (R2-1) match phased speed reduction sequence
- Verify "One Lane Road Ahead" (W20-4) and flagger signs if applicable
Rural (55 mph): 1000β1500 ft spacing between advance warning signs
- Verify existing permanent markings that conflict will be obliterated (ground/water blast)
- Confirm temporary markings are shown: lane lines, edge lines, stop bars at intersections
- Check that temporary markings are retroreflective (paint + glass beads, or RPM)
- Verify no conflicting old markings visible after obliteration
- Verify raised pavement markers (RPMs) or temporary tape in curved/transition areas
- Confirm removal plan for temporary markings at project end
- Verify detour route can physically accommodate diverted traffic (capacity, turning radii)
- Check detour signing is complete: from start of closure to re-entry point
- Verify detour pavement can handle diverted truck traffic (pavement section, weight limits)
- Confirm detour signing is consistent (matching arrow directions, no gaps)
- Check if businesses or residences on detour route have maintained access
- Verify detour length and delay estimate is realistic and communicated to public
- Confirm detour permit obtained from local municipality (if off project limits)
- Verify all phases are shown and sequenced logically
- Confirm transitions between phases do not create traffic conflicts
- Check that each phase shows complete, standalone traffic control (not assumed from previous phase)
- Verify duration of each phase is realistic (contractor's schedule)
- Confirm access for all cross-streets during each phase
- Verify emergency vehicle access maintained throughout ALL phases
- Check that work zone doesn't block fire hydrants for extended periods
- Confirm flaggers are required and their locations clearly shown
- Verify flagger station locations: in advance of work zone, visible to approaching traffic
- Minimum sight distance to flagger: equal to stopping sight distance for posted speed
- Two-flagger operations: verify communication method (radio, horn, flag-to-flag visibility)
- Verify "Flagger Ahead" (W20-7a) and "Be Prepared to Stop" (W3-4) signs shown upstream of flagger
- Confirm flaggers are certified (ATSSA or state equivalent)
- Night flagging: verify adequate lighting, reflective vest requirements
- Confirm all previous comments have been resolved
- RE signs and dates the approved MOT plan
- Original approved copy kept in project file
- One copy given to contractor β must be on-site at all times
- Issue transmittal letter with approval or list of outstanding issues
- Log approval in project submittal register
- Notify municipality/police department of upcoming lane closure
- Coordinate with IDOT/agency for required advance notifications (typically 48β72 hrs)
β‘ No unresolved RFI comments
β‘ RE signature and date on plan
β‘ Contractor copy issued
β‘ Lane closure permit submitted (if required)
β‘ Municipality/police notified
MUTCD Sign Series Used in Work Zones
| Sign Code | Sign Name | Type | Typical Use |
|---|---|---|---|
| W20-1 | Road Work Ahead | Warning | First advance warning sign entering work zone |
| W20-2 | Worker Symbol | Warning | Workers on or near roadway |
| W20-3 | No Workers Present | Warning | When work hours end, remove or cover |
| W20-4 | One Lane Road Ahead | Warning | One lane traffic in each direction alternating |
| W20-5 | Road Machinery Ahead | Warning | Moving equipment near or on road |
| W20-7a | Flagger Ahead | Warning | Upstream of flagger station |
| W20-7b | Flag Person Ahead | Warning | Alternative to W20-7a |
| W4-2 | Lane Ends | Warning | Lane reduction taper approach |
| R9-11 | Sidewalk Closed | Regulatory | Pedestrian diversion required |
| R9-10 | Sidewalk Closed β Cross Here | Regulatory | With directional arrow |
| G20-2 | End Road Work | Guide | Downstream end of work zone |
| R2-1 | Speed Limit (number) | Regulatory | Reduced work zone speed |
| R2-5 | Fines Double | Regulatory | Required on state routes in IL |
Channelizing Devices β Types & Spacing
| Device | Height | Use | Taper Spacing | Tangent Spacing |
|---|---|---|---|---|
| Traffic Cone | 18"β36" | Low-speed urban, short duration | β€ speed (mph) in ft | 40β80 ft |
| Tubular Marker | 36" | Channelization on shoulders | β€ speed in ft | 40 ft |
| Traffic Drum | 36" | High-speed, longer duration | β€ speed in ft | 80 ft |
| Temporary Barrier (PCCP) | 32"β42" | Long-duration, high-speed | Per barrier manufacturer | Continuous |
| Vertical Panel | 8"Γ24" | Curb delineation, bike lanes | 20 ft | 40 ft |
| Warning Light Type A | β | Flashing amber, low hazard | On each device at curves | β |
| Warning Light Type C | β | Steady burn, edge of road | β | β |
Arrow Board Types
Alternating flashing 4-panel array. Low-speed urban, shoulder work.
Sequential flashing array. Stationary lane closures, mid-speed roads.
Full sequential chevron. Moving/traveling work zones (paving, striping trucks).
Temporary Concrete Barrier (TCB) Review Points
- Verify end treatments (crash cushions, sand barrel arrays) at exposed ends
- Check anchorage / pinning for high-wind or high-speed locations
- Verify minimum 2 ft clear zone between barrier and live traffic at 45+ mph
- Retroreflective delineators on each barrier segment (facing traffic)
- Positive protection required per MUTCD when workers are within 2 ft of traffic > 45 mph
Lane Closure Categories
β’ Taper into narrow section from full lane
β’ Speed reduction typically required if lane < 11 ft
β’ Stripe or delineate the narrowed travel path clearly
β’ Buffer space between taper end and work activity
β’ Arrow board in closed lane pointing to open lane
β’ Downstream taper to exit work zone gracefully
β’ Flaggers or traffic signal required at each end
β’ Maximum queuing lengths must be analyzed
β’ Pilot car may be needed for length > 1000 ft
β’ Access for emergency vehicles, residents, businesses
β’ Coordination with police, fire, transit agencies
β’ Public notification in advance (door hangers, media, 311)
Lane Closure Permit Requirements (IDOT / City of Chicago)
- IDOT State Routes: Lane Use Permit required β submit 3 business days prior (online IDOT system)
- City of Chicago: CDOT permit required via Resident Engineer Authorization Letter
- Cook County: Highway Permit from Cook County Highway Department
- Interstates / US Routes: IDOT District permit + ITMS (Incident Traffic Management System) notification
Factors Affecting Lane Closure Approval
| Factor | Threshold / Consideration |
|---|---|
| ADT (Average Daily Traffic) | > 25,000 vpd β evaluate capacity impact; >50,000 β likely need demand management |
| Posted Speed | < 35 mph: cones OK; > 45 mph: drums or barriers recommended |
| Work Zone Duration | < 1 hr: short duration; 1β12 hrs: intermediate; >12 hrs: long term |
| Night Work | Enhanced lighting, retroreflective PPE, PCMS notification required |
| Transit Routes | Coordinate with CTA/Pace/Metra β rerouting requires 2-week advance notice |
| School Zones | No closures during school arrival/dismissal Β± 30 min of posted times |
| Special Events | Chicago Marathon, Air & Water Show, sporting events β may require 30-day advance |
Temporary Pedestrian Accessible Route (TPAR)
When construction blocks a sidewalk or crosswalk, the contractor must provide an ADA-compliant TPAR. The RE must verify the following:
- Minimum clear width: 4 ft
- Preferred width: 5 ft (allows wheelchairs to pass)
- Passing space (60"Γ60") every 200 ft if < 5 ft wide
- Firm, stable, and slip-resistant surface
- No gaps > Β½ inch perpendicular to travel
- Cross-slope: maximum 2%
- Running slope: maximum 5% (8.33% for ramps)
Detectable Warning Surfaces
- Truncated dome pattern (2 ft deep) required at all curb ramps entering the TPAR
- Color contrast: yellow preferred, red acceptable
- Verify that truncated domes are shown on plan at each TPAR entry/exit
Pedestrian Signing in Work Zones
| Sign | Code | Where Used |
|---|---|---|
| Sidewalk Closed | R9-11 | At start of closed sidewalk, both directions |
| Sidewalk Closed β Cross Here | R9-10a | Directs peds to cross at safe crossing point |
| Path Narrows | R9-9 | When TPAR is narrower than existing sidewalk |
| Pedestrians β Use Other Side | R9-3a | Full closure, peds directed to opposite sidewalk |
| Accessible Pedestrian Signal | Per MUTCD Ch. 4E | When temporary signal controls pedestrian crossing |
Common ADA Issues Found During Review
Detour Plan Components
- Full detour route shown on an overview map with start/end clearly marked
- All detour signs shown with locations, sign codes, sizes, and mounting heights
- Detour route length and estimated travel time added
- Turn-by-turn signing: D1 (go straight), D2 (turn left), D3 (turn right), D4 (destination)
- Detour route capacity analysis (if major arterial closure)
Detour Sign Placement Rules
| Location | Sign Required | Notes |
|---|---|---|
| Approaching closure | W20-3 + Detour Ahead (M4-8) | 1500 ft advance on 55 mph; 500 ft on 35 mph |
| At turn off detour route | Detour (M4-9) + directional arrow | At every decision point |
| Mid-detour confirmations | Detour (M4-9) confirmation | After each turn, long straight segments |
| End of detour | End Detour (M4-10) | Where detour rejoins original route |
| Detour route intersections | Turn penalties, no left turn if needed | Modify existing control as needed |
Emergency Vehicle & Transit Coordination
- Notify Chicago Fire Department (CFD) / local fire department at least 48 hrs prior
- Notify Chicago Police Department (CPD) or local PD for any full closure
- Notify CTA if detour affects bus route or bus stop access
- Notify CDOT 311 for street closure notification
- If detour blocks ambulance routes, provide emergency bypass contact number on plans
1. No truck restriction sign on alternate route (bridge weight limit = 20 tons)
2. Missing M4-10 "End Detour" sign at re-entry point
3. No CTA notification for Route 62 bus
All three must be corrected before approval.
Night Work MOT β Special Requirements
- Lighting: Temporary work zone lighting per MUTCD Section 6F.67 β 2 foot-candles minimum at work area
- Retroreflectivity: All signs must be Diamond Grade or high-intensity retroreflective sheeting
- PPE: All workers: Class 3 high-visibility vests (ANSI/ISEA 107) at night
- Arrow boards: Required for all night lane closures, even urban low-speed roads
- PCMS: Portable Changeable Message Sign required in advance for night closures
- Shadows: Verify work zone lighting doesn't create blinding glare toward traffic
Lighting Standards for Night Work Zones
| Location | Minimum Illuminance | Uniformity Ratio |
|---|---|---|
| General work area | 2 fc (footcandles) | 3:1 |
| Worker task areas | 5 fc | 3:1 |
| Transition zone (taper) | 1 fc | 4:1 |
| Pedestrian detour path | 2 fc | 3:1 |
Work Restrictions by Location Type
| Location | Typical Restriction | RE Action |
|---|---|---|
| Chicago Major Arterial | No closures 7β9 AM, 3β6 PM weekdays | Verify closure times on plan |
| School Zones | No work Β±30 min of school hours | Get school schedule, mark on plan |
| Hospital Access Routes | No full closures 24/7 without alt route | Require emergency access plan |
| Residential (quiet hours) | No loud work 10 PM β 7 AM (local ordinance) | Verify noise permit if night paving |
| Interstate/US Route | Closures: 10 PM β 5 AM only | Verify IDOT permit for time window |
| Holidays | No closures Memorial DayβLabor Day weekend on tourist routes | Check IDOT holiday restriction list |
2. Workers wearing Class 2 vests instead of Class 3 at night
3. No arrow board deployed
4. PCMS message not updated from previous night's closure
5. Signs not retroreflective (contractor uses old painted signs)
School Zone Considerations
- Obtain school schedule: first day, last day, dismissal times, half-days, breaks
- Buffer period: no lane closures within 30 minutes before and after school arrival/dismissal
- School bus stops: must remain accessible or provide approved alternate stop location
- School crossing guards: coordinate location changes with local police/school district
- Posted school zone speed reduction signs: verify temporary school speed limit signage during work if existing signs are obscured
- If crosswalk near school is closed: alternate crossing with school guard must be provided
Emergency Vehicle Access Requirements
- Emergency vehicles must always be able to pass through or around the work zone
- Minimum emergency access width: 20 ft (NFPA 1 Fire Code)
- No work zone shall block a fire hydrant for more than 4 hours without written fire department approval
- If full closure: designate and sign emergency bypass route on MOT plan
- Contact local fire station directly (not just city) β provide project superintendent's cell number
- In hospital districts: coordinate with hospital security and ER access routes
Transit Considerations
- CTA Bus: notify CTA if any bus stop is relocated β minimum 2 weeks advance
- Provide temporary bus stop signs at relocated stops
- CTA rail: if work is within 50 ft of elevated structure or subway entrance β coordination with CTA Engineering required
- Metra grade crossings: BNSF/UP/Metra require 60-day advance for any work affecting crossings
What Makes a Good Phasing Plan?
- Each phase is self-contained β shows all traffic control without reference to other phases
- Phase transitions are clearly described (how to go from Phase 1 to Phase 2)
- Schedule/duration for each phase is realistic and tied to the contractor's CPM schedule
- Each phase is reviewed as if it were a standalone MOT plan
- Utility conflicts in each phase are identified
- Haul routes and staging areas are shown for each phase
Phase Transition Review Checklist
Typical Phasing Scenarios β Urban Street Reconstruction
Phase 2: Close 2 southbound lanes, restore north half to traffic. Work on south half.
Phase 3: Full open, punch list work nights only.
Phase 2: SE quadrant β restore NE, close one SB and EB lane.
Phase 3β4: Repeat for SW and NW quadrants.
Phase 5: Signal head replacement, loop detectors, final striping.
| Term | Definition | Standard Reference |
|---|
Plan Deficiency Problems & RE Solutions
MUTCD Part 6 β Temporary Traffic Control
| Chapter | Topic | Key Requirements |
|---|---|---|
| 6A | General | Definitions, TTC zone fundamentals, worker safety |
| 6B | Fundamental Principles | Adequate notice, lane balance, motorist guidance |
| 6C | Temporary Traffic Control Zone Elements | Advance warning, transition, activity, termination zones |
| 6D | Pedestrian & Worker Safety | TPAR requirements, sight distance, flagging |
| 6E | Flagger Control | Flagger procedures, STOP/SLOW paddle, hand signals |
| 6F | Temporary Traffic Control Devices | Signs, cones, drums, barriers, arrow boards, PCMS |
| 6G | TTC for Specific Work Activities | Typical applications (TA-1 through TA-50+) |
| 6H | Typical Application Diagrams | Standard layouts for common work zone configurations |
| 6I | Control of Traffic Through TTC Zones | Signal control, flag control, one-lane alternating |
Key MUTCD Tables at a Glance
| Table | Contents |
|---|---|
| Table 6C-1 | Advance Warning Sign Placement Distances by Speed |
| Table 6C-2 | Buffer Space Lengths |
| Table 6F-1 | Sign Sizes for Work Zones by Road Type |
| Table 6F-2 | Spacing of Channelizing Devices |
| Table 6H-1 | Typical Application Index (TA diagrams) |
MUTCD Table 6C-1 β Sign Placement (Summary)
| Posted Speed (mph) | Advance Warning Distance (ft) | Buffer Space (ft) |
|---|---|---|
| 25 | 100 | 75 |
| 30 | 200 | 100 |
| 35 | 350 | 160 |
| 40 | 500 | 200 |
| 45 | 500 | 250 |
| 50 | 750 | 300 |
| 55 | 1000 | 320 |
| 60 | 1500 | 370 |
| 65 | 1500 | 400 |
Taper Length Formula Reference
L = W Γ SΒ² / 60
Merging / Shifting Taper (Speed β₯ 45 mph):
L = W Γ S
Shoulder Taper:
L = Merging taper Γ· 3 (minimum)
Downstream (Departure) Taper:
L = Merging taper Γ· 2 (minimum)
Where: W = width of offset (ft), S = posted speed (mph), L = taper length (ft)
Typical Application (TA) Diagrams β Most Used
- TA-1 β Lane closed on two-lane road, one direction of travel
- TA-2 β Lane closed on multilane highway
- TA-3 β Short-duration work, two-lane road, moving operations
- TA-6 β Shoulder work, rural highway
- TA-20 β One-lane, two-way traffic control (flaggers)
- TA-22 β Full road closure with detour
- TA-23 β Intersection work with signal modification
Structure of a Good Review Comment
1. What is wrong (specific deficiency)
2. Code/standard violated (MUTCD, contract SP, IDOT BDE)
3. Required action (specific correction)
4. Station / location reference (where on plan)
Example RFI Comments (Copy-Ready Templates)
RE Approval Transmittal Letter Template
TO: [Contractor Name]
FROM: Eng. Ahmad Safi, PE β Resident Engineer
RE: MOT Plan Review β [Project Name], Contract [No.]
β APPROVED β No comments. Proceed as submitted.
β APPROVED WITH COMMENTS β Incorporate comments shown. Proceed pending correction on next submittal.
β REJECTED β Resubmit required. See attached comment sheet.
Review Comments are attached. All items must be addressed and resubmitted within [5] business days. Work shall not begin until a APPROVED or APPROVED WITH COMMENTS transmittal is issued by the RE.
________________________________
Eng. Ahmad Safi, PE β Resident Engineer
Date: _______________
Test your knowledge of MOT constructability review concepts.
Why Intersections Require Special MOT Attention
Intersections are the most complex and highest-crash-risk locations in any work zone. Conflicting movements, pedestrian crossings, transit stops, and signal timing all converge. A thorough RE review of intersection control is critical.
Types of Intersection Control Used in Work Zones
Signal remains in place with timing adjustments. RE must verify: signal heads remain visible, no conflicts with construction equipment, phasing still provides adequate pedestrian time.
Installed when permanent signal is removed or relocated. Requires PE-designed plan, signal warrant, timing plan, and emergency preemption capability.
Temporary stop or yield signs replace signal. Only acceptable on low-volume intersections (<1,000 vpd on minor road). Requires gap acceptance analysis.
Flaggers at intersection for one-lane or partial closure conditions. Two flaggers required for intersections. Must be within sight of each other or have radio communication.
Signal Timing Adjustments for Work Zones
- When a lane is closed, cycle length must increase to accommodate higher per-cycle demand
- When pedestrian phase is affected, verify pedestrian clearance time β₯ road width Γ· 3.5 ft/sec
- If left-turn lane is closed: left-turn phase may need to be prohibited (add R3-2 No Left Turn sign)
- Coordinate signal timing changes with CDOT/IDOT traffic signal operations division
- If contractor removes signal head: verify temporary signal or alternate control is in place FIRST
- Never allow signal head removal without approved replacement control on the same day
Protected Left-Turn Lanes β Work Zone Considerations
- If protected left-turn lane is closed: add R3-2 "No Left Turn" signs at intersection approach and upstream at turn-off point
- If only part of left-turn lane is closed: verify adequate storage length remains (min. 2 vehicles)
- Signal phasing: if left-turn phase removed, verify opposing through traffic phase is adjusted
- Provide alternate left-turn location with signage if prohibiting is longer than 1 week
Intersection Quadrant Work β Phasing Review
Phase 1 (NE corner): Close NB right-turn and EB sidewalk. Maintain NB through and left, EB through. TPAR across Devon Ave at signalized crossing.
Phase 2 (SE corner): Restore NE, close SB right-turn and EB sidewalk between crossings.
RE review focus: Can left turns be maintained in all phases? Are pedestrian crossings in each quadrant covered?
RE Checklist β Intersection MOT
- β Signal visibility not blocked by equipment, staging, or temporary barriers
- β All signal heads for each approach remain functional or replaced
- β Pedestrian pushbuttons accessible in each phase
- β Left-turn movements addressed (permitted, protected, or prohibited with signage)
- β Bus stop access maintained or relocated (notify CTA)
- β Temporary signal timing plan submitted if signal adjusted
- β Emergency vehicle preemption maintained
- β No conflicting stop bar placement (temporary vs. permanent)
What Makes Freeway Work Zones Different?
High-speed limited-access highways (interstates, tollways, expressways) have unique MOT requirements due to high speeds (55β70 mph), no cross-traffic, long distances, and severe consequences of any error. IDOT and FHWA apply stricter standards than local road work.
Positive Protection Requirements
- Required when: Worker exposure within 2 ft of live traffic at >45 mph
- Temporary Concrete Barrier (TCB): minimum 32" height (42" preferred on interstates)
- TCB end treatments: crash cushions (MASH TL-3) or sand barrel arrays at exposed ends
- Delineators on barrier face: 40 ft spacing minimum, retroreflective
- Transition from cones/drums to TCB must use connecting taper with cones at speed (mph) in feet spacing
Truck Mounted Attenuator (TMA) Requirements
- Required for all work operations on roads >45 mph where workers are present
- TMA truck positioned in closed lane, upstream of work crew
- TMA must meet MASH Test Level 3 (TL-3) β tested to 62 mph impact
- TMA operator must remain in vehicle during operations
- TMA truck illuminated with arrow board (Type C for moving operations)
- Separation between TMA and first worker: minimum 50 ft (100 ft preferred)
Speed Reduction Strategies β Freeway Work Zones
| Strategy | When Used | Notes |
|---|---|---|
| R2-1 Speed Limit Sign | All work zones | Regulatory, not advisory. Enforcement required. |
| Dynamic Speed Feedback Signs | High-speed rural interstate | Shows driver's current speed β highly effective |
| PCMS Speed Message | 1β2 miles in advance | "WORK ZONE AHEAD SLOW TO 45" |
| Rolling Roadblock | Short-duration full closures | Police vehicles slow traffic for bridge beam lifts etc. |
| Enhanced Law Enforcement | High-speed, long-duration | Police radar in work zone β IDOT provides upon request |
| Rumble Strips (Portable) | Transition zone approach | Temporary thermoplastic or portable type |
IDOT Interstate / NHS Lane Closure Requirements
- Lane Use Permit (LUP) required: submit online via IDOT system, minimum 3 business days prior
- For interstates: coordinate with IDOT District Traffic Operations β get District permit number
- Night closures only: typically 9 PM to 5 AM on most Chicago-area interstates
- No closures: holiday weekends, major events (Bears/Bulls/Cubs game days on adjacent routes)
- Incident Management: IIM (Illinois Incident Management) clearance goals β 90 min minor, 3 hr major
- PASSAGE (statewide incident management) coordination for all interstates
Rolling Roadblock Procedure
Procedure: (1) ISP police cars stop traffic 1 mile upstream; (2) Arrow board truck in position; (3) Crane operator places beam; (4) Police release traffic; (5) Repeat 3 times at 30-min intervals.
RE must verify: IDOT approval, ISP coordination, crane capacity, emergency escape plan if beam drops.
PCMS Message Standards for Freeways
- Maximum 3 lines, 8 characters per line on standard boards
- Alternating message 1: "ROAD WORK / NEXT 2 MI / SLOW DOWN"
- Alternating message 2: "LANE CLOSED / RIGHT LANE / MERGE LEFT"
- Update messages daily β never leave a stale message from previous night
- Place PCMS at 1 mile and 2 miles upstream on interstates
Why Bicycle Traffic is a Separate Review Item
Bicyclists are vulnerable road users who are often overlooked in MOT plans. Chicago's growing protected bike lane (PBL) network, shared lanes, and neighborhood routes mean every urban MOT plan must address bicyclist access, detour, or exclusion explicitly.
Types of Bicycle Facilities Affected
| Facility Type | When Work Affects It | RE Review Requirement |
|---|---|---|
| Protected Bike Lane (PBL) | Lane closure, utility work, paving | Require alternate path or temporary PBL relocation |
| Conventional Bike Lane | Any adjacent work | Maintain or provide signed temporary bike route |
| Shared Lane (Sharrow) | Work in travel lane | Bicyclists merge to open lane β verify width adequate |
| Off-Street Path / Trail | Cross-street work, trail crossing closure | Provide alternate crossing or signed detour |
| Contra-Flow Bike Lane | Any work in contra-flow direction | Highest risk β require positive separation or alternate route |
Temporary Bicycle Route Requirements
- Minimum 4 ft width for shared use (cyclist + pedestrian path)
- Preferred 5 ft if cyclists share with pedestrians
- Surface: firm, smooth, free of loose gravel or construction debris
- Signs: R3-17b "Bike Route" with directional arrow at each decision point
- No channelizing devices within bicycle travel path
- Construction equipment must not block signed bike route at any time
- Night work: verify adequate lighting on bike detour path
MUTCD Bicycle-Specific Work Zone Signs
| Sign Code | Sign Name | Use Case |
|---|---|---|
| R3-17b | Bike Route | Directional sign on temporary bike route |
| W11-15 | Bicycle Warning | Advance warning for motorists of bike crossing |
| R4-11 | Bicycles Prohibited | When no safe bike path exists in work zone |
| R9-6 | No Bicycle Riding in Work Zone | Direct bicyclists to dismount in work zone |
| M1-8 | Bike Route Ends | End of temporary bike route at re-entry point |
Problem/Solution β Bicycle in Work Zones
CTA / Rail Considerations (Multimodal)
- CTA L Station entrances: if construction blocks entrance, alternate access must be shown on MOT plan
- Bus stops: any relocation requires CTA approval and temporary stop sign installation
- Metra grade crossing work: 60-day advance coordination minimum
- Divvy Bike Share stations: if enclosed in work zone, coordinate with Divvy/Chicago to temporarily relocate
- Scooter and e-bike parking areas: note in MOT plan if staging area conflicts
When Is a Temporary Traffic Signal Required?
- Permanent signal removed or relocated during construction phases
- Flaggers cannot safely control traffic volume (high ADT or sight distance issues)
- One-lane two-way operation for extended duration (>3 days)
- Intersection control needs to be maintained at locations with signal warrant conditions
- When flagger fatigue would compromise safety (>4 hours continuous operation)
Temporary Signal Design Requirements
- PE-signed temporary signal plan required (Illinois licensed PE)
- Signal heads: minimum one head per approach direction; two heads preferred
- Signal head height: minimum 15 ft mounting (or 14.5 ft min with overhead clearance sign)
- Signal faces: 3-section (Green/Yellow/Red) standard lens or LED
- Retroreflective signal backplate required at all positions
- Emergency vehicle preemption: required on all streets with emergency routes
- Battery backup: required on all temporary signals (minimum 4-hour backup)
- Communications: landline or wireless coordination with CDOT/IDOT traffic operations
Signal Timing for Work Zones
| Parameter | Requirement | Notes |
|---|---|---|
| Minimum Green Time | 7 seconds (pedestrian phase) | Per MUTCD Β§4D.06 |
| Pedestrian Walk/Flashing Don't Walk | Width(ft) Γ· 3.5 ft/sec + 7 sec | Calculate per crossing width |
| Clearance Interval (Yellow) | Min. 3 sec; speed-dependent | 3+V/10 sec formula (V = mph) |
| All-Red Clearance | 1β2 sec | Required at high-speed or wide intersections |
| Cycle Length | 60β120 sec typical | Adjust for demand during closure |
One-Lane Two-Way Signal Control (Flag-to-Flag)
For single-lane operations through a work zone, portable temporary signals can replace flaggers:
- Two signal heads β one at each end of the one-lane section
- Interlock required: both ends cannot show green simultaneously
- Green phase at each end = time for last vehicle to clear + travel time through zone
- Maximum one-lane section length: 1000 ft before delays become excessive
- Pilot car recommended if section exceeds 500 ft and cannot verify clearance visually
What is a Truck Mounted Attenuator (TMA)?
A TMA is an energy-absorbing crash cushion device mounted on the rear of a work vehicle (shadow truck) that absorbs the impact of an errant vehicle entering the work zone. It is one of the most important worker safety devices in high-speed work zones.
MASH Test Levels for TMAs
| MASH Test Level | Impact Speed | Where Required |
|---|---|---|
| TL-2 | 44 mph | Urban roads, 35β44 mph posted speed |
| TL-3 | 62 mph | All roads >45 mph posted speed, all freeways |
IDOT requires all TMAs on IDOT projects to meet MASH TL-3 regardless of speed. Verify the TMA model on the contractor's submittal matches IDOT-approved TMA list.
When TMA is Required (IDOT/FHWA)
- All lane closures on roads with posted speed >45 mph
- Moving work zone operations (striping, crack sealing) at any speed on arterials
- Work zone where workers are in or adjacent to travel lane at speeds >35 mph for extended duration
- Required by contract Special Provisions (verify in contract documents)
Shadow Truck Positioning Rules
- Shadow truck positioned in the lane being closed, ahead of the work crew
- Arrow board mounted on rear of shadow truck, pointing toward open lane
- Minimum 50 ft separation between shadow truck and first worker (100 ft preferred)
- Shadow truck moves forward as work progresses β must stay ahead of crew
- Driver must stay in vehicle at all times during operation
- Flashing amber lights on all sides of shadow truck, in addition to arrow board
- Shadow truck weight: minimum 15,000 lb (heavier = better absorption)
Crash Cushions for Stationary Hazards
- Required at exposed ends of TCB (temporary concrete barrier) facing traffic
- Required at bridge piers, culvert headwalls, or fixed objects in clear zone
- Common types: Quad-Guard, ABSORB-M, REACT 350, SCI-100GZ
- Must be MASH or NCHRP 350 compliant
- After impact: crash cushion is replaced before reopening lane
- Sand barrel arrays: acceptable for TL-2 applications (low-speed, urban)
β‘ TMA model and MASH test level documented in submittal
β‘ Shadow truck shown on plan with correct position
β‘ Arrow board type shown on shadow truck (Type C for moving)
β‘ Operator responsibilities noted in work plan
β‘ Crash cushions shown at all exposed TCB ends
What is a Work Zone Safety Field Audit?
A formal field inspection comparing the actual implemented MOT against the approved MOT plan. The RE or inspector performs this audit at the start of each work day/night and documents findings. It is the primary enforcement tool for MOT compliance.
Audit Frequency Requirements
| Work Zone Type | Audit Frequency |
|---|---|
| Stationary <1 hour (short duration) | At setup; spot check midway |
| Stationary, hours-long (intermediate) | At setup + every 2 hours minimum |
| Overnight/long-duration (days or weeks) | Every day at start; after each weather event |
| Moving work zone (striping, paving) | Continuous β inspector rides in or follows convoy |
| High-speed (>55 mph) or interstate | Start + every shift; IDOT may require hourly log |
Field Audit Checklist
β‘ All required signs present β none missing or fallen
β‘ Sign faces clean and retroreflective β no mud/paint coverage
β‘ Channelizing devices in position β none displaced by traffic
β‘ Taper starts at correct station
β‘ Buffer zone clear of workers and equipment
β‘ Lane widths adequate β no encroachment into travel lane
β‘ Pedestrian path/TPAR clear and unobstructed
β‘ Arrow board functional and pointing correctly
β‘ Warning lights (flashing) operational at night
β‘ Workers in PPE (Class 2 day, Class 3 night)
β‘ No worker in live traffic zone without TMA protection
β‘ No equipment blocking sight lines at intersections
β‘ Emergency vehicle access clear
β‘ PCMS message current and accurate
Documenting the Audit
- Record in RE Daily Diary: time, location, what was checked, findings, actions
- Photograph any deficiencies: date/time stamp is critical
- Issue Field Directive verbally first for minor issues (cones displaced, fallen signs)
- Issue NCR (Nonconformance Report) for repeated or serious deficiencies
- Issue Stop Work Order only when immediate safety risk exists and contractor doesn't respond
OSHA Work Zone Requirements (29 CFR 1926)
- 29 CFR 1926.200: Signs, signals, and barricades β all traffic control devices must be MUTCD-compliant
- 29 CFR 1926.202: Barricade design standards
- 29 CFR 1926.201: Signaling β flaggers must be trained
- OSHA 10/30 Construction certification: verify lead workers have certification
- OSHA can shut down a work zone independently of RE β coordinate if OSHA inspector arrives
RE Duties When an Incident Occurs
The RE has specific responsibilities when an accident, injury, or property damage event occurs in or near the work zone. Response in the first 60 minutes is critical.
2. Ensure work zone is safe β do NOT move injured parties unless in immediate danger
3. Preserve the scene β do NOT remove, move, or clean up until police clear it
4. Notify your project manager / IDOT RE supervisor immediately
RE Notification Chain After Work Zone Incident
| Contact | When | What to Report |
|---|---|---|
| 911 / Police | Immediately | Location, nature of incident, injuries |
| Project Manager / RE Supervisor | Within 15 min | Full details, actions taken |
| IDOT District Office | Within 1 hour | Required for state routes β incident report form |
| Contractor Superintendent | Immediately | Stop work if necessary, preserve scene |
| Insurance / Risk Manager | Same day | Preserve all documentation |
| Legal Counsel (Owner) | If injury/fatality | Do not make statements without counsel |
Incident Documentation Requirements
- Write detailed RE Daily Diary entry: time, exact location (station, offset), parties involved, sequence of events, weather, lighting conditions
- Photograph: overall scene, each vehicle position, skid marks, sign positions, device positions, road surface
- Preserve MOT plan on site β do not alter the plan after the fact
- Obtain copy of police report number
- List all witnesses: names, phone numbers, company affiliations
- Document any worker statements β do not coach or suggest answers
Common RE Liability Questions
Illinois Work Zone Incident Requirements
- Work zone fatalities: IDOT must be notified within 2 hours β triggers Safety Review Board
- OSHA: fatality or multiple hospitalization = OSHA notification within 8 hours
- Illinois DOL: contractor must file Employer's First Report of Injury within 2 days for worker injuries
- Incident re-analysis: after any work zone accident, RE must review and update MOT if needed
Why Public Outreach is Part of MOT Review
Effective communication reduces motorist frustration, prevents surprise encounters with work zones, maintains business access, and protects the project owner from community complaints and political pressure. The RE should verify that the contractor's MOT submittal includes an outreach plan for significant closures.
Required Notifications by Closure Type
| Closure Type | Minimum Notice | Method |
|---|---|---|
| Lane Closure β Arterial | 48 hrs | CDOT 311, contractor advance signs |
| Full Road Closure β Local Street | 72 hrs | Door hangers to adjacent residents/businesses + 311 |
| Full Road Closure β State Route | 5 business days | IDOT District press release + permit + PCMS |
| Bridge Closure / Detour | 2 weeks | Media release + CDOT/IDOT website + PCMS |
| Bus Route Disruption | 2 weeks | CTA press release + temporary signage + online updates |
| School/Hospital Route | 2 weeks | Direct letter to institution + coordination meeting |
| Major Arterial (>30 days) | 30 days | Project website, social media, media outreach, PAC |
Business Access Plan
- Identify all businesses within or adjacent to the work zone
- Provide written notice to each business: project name, contractor contact, RE contact, expected duration
- Ensure at least one access point (driveway or parking lot entry) remains open during all phases
- If temporary access closure needed: provide written 24-hour advance notice to business owner
- Post "Business Open During Construction" signs per MUTCD if requested
- Log all business complaints β address and respond within 24 hours
Public Information Tools
Chicago 311 system, IDOT IDOT.illinois.gov, Google/Apple Maps closure notification.
"STREET CLOSED / [DATE] / DETOUR ON [STREET]" β place 1 week before closure.
Required for full closures affecting residential streets. Must include RE phone number.
Required on major projects. Should show phasing schedule, detour maps, and RE contact.
Weather-Related MOT Decisions
Weather significantly affects work zone safety. The RE must know when to delay setup, modify the MOT, or shut down based on weather conditions. These decisions are the RE's responsibility and must be documented.
Rain & Wet Pavement
- Temporary pavement markings (paint) cannot be applied on wet pavement β require min. 48 hrs dry weather forecast before applying
- Wet pavement in work zones increases braking distance 30β50% β consider adding "WET PAVEMENT" PCMS message
- Standing water in taper or activity zone: require contractor to remove or provide adequate drainage before opening
- Retroreflective cones: verify effectiveness in heavy rain β standing water reduces visibility significantly
- Milling operations: do not allow milled surface to remain exposed overnight if rain is forecast β embed rumble strip or protect with asphalt paving within 24 hrs
Fog & Low Visibility
- If visibility < 1000 ft: PCMS message mandatory ("FOG AHEAD / SLOW DOWN / WORK ZONE")
- If visibility < 500 ft: consider delaying work setup or deploying additional flashing lights on all devices
- If visibility < 300 ft (dense fog): RE has authority to suspend work in the activity zone
- Warning lights: Type B (steady) or Type C on all channelizing devices in fog conditions
- Worker visibility: Class 3 PPE mandatory in fog regardless of time of day
Snow & Ice (Chicago-Specific)
- Work zone signs and devices must remain upright and visible during snow events
- Contractor responsible for clearing snow from sign faces within 2 hours of storm
- Temporary markings (paint/tape): cover with snow = effectively invisible; add RPMs in advance for winter projects
- TCB and cones: snow plows must be notified of work zone extents and given contact number to avoid disturbing devices
- CDOT snow removal: RE must coordinate with CDOT Streets & Sanitation to ensure plows can operate through or around work zone
- Anti-icing: if overnight work zone will have freeze conditions, require contractor to pre-treat approach with anti-icing agent (not de-icing)
Wind Conditions
- Wind speed >30 mph: verify signs and cones are anchored (sandbag bases, water-filled bases)
- Wind speed >50 mph: RE may suspend work β signs blow over creating hazards
- PCMS: wind can spin sign away from traffic direction β inspect orientation after high winds
- Portable barriers: check manufacturer's wind rating for temporary jersey barriers on high bridges
Temperature Extremes
- Pavement marking (paint): do not apply if surface temp <50Β°F or >120Β°F
- Thermoplastic markings: do not apply if surface temp <60Β°F
- Concrete: do not place if ambient temp <40Β°F without cold weather protection plan (ACI 306)
- Asphalt paving: do not compact if pavement temp <185Β°F (HMA) β verify mat temp with IR gun
- Worker safety: heat index >103Β°F requires additional water/shade/rest breaks per OSHA
Why Documentation is Critical
The RE's documentation is the primary legal record of construction activities. In any dispute, claim, or litigation related to a work zone incident, your daily diary entries, photo logs, and submittal records are the primary evidence. If it isn't documented, it didn't happen.
Daily Diary β MOT-Specific Entries
Every RE diary entry on days with active lane closures must include:
- Time MOT was set up β exact time, responsible party
- MOT condition at start of work β compliant or deficiencies noted
- Deficiencies found and corrective action β time found, time corrected
- Visitors / inspectors β names of anyone who visited the work zone
- Time MOT was removed β exact time, lane reopened
- Weather conditions β temperature, precipitation, visibility, wind
- Any incidents or near-misses β detailed description
- MOT plan revision number on site β verify current approved revision is in use
MOT Submittal Log
| Column | What to Track |
|---|---|
| Submittal No. | Sequential number (MOT-001, MOT-002...) |
| Description | Phase name, street location |
| Date Received | From contractor |
| Review Days Used | Against contract requirement (usually 5 or 10 days) |
| Review Status | Approved / Approved w/ Comments / Rejected |
| Date Returned | To contractor |
| Resubmittal | Rev 2, Rev 3 dates |
| Final Approval Date | Date RE signed and dated approved plan |
| Work Start Date | First day MOT was implemented |
Photo Documentation System
- Name photos:
[Date]_[Station]_[Description].jpg(e.g., 20250315_STA1250_NB_cone_spacing.jpg) - Take photos before AND after any corrective action
- Weekly panoramic walk-through: 1 photo every 200 ft through the work zone
- Photograph every NCR condition and its correction
- Store in project folder organized by date and phase
- Back up to project server or cloud weekly
NCR Log
Maintain a running NCR (Nonconformance Report) log:
- NCR number, date, location, description of nonconformance
- Reference to violated standard (MUTCD section, SP section)
- Required corrective action and deadline
- Date corrected, by whom, verification by RE
- Pattern tracking: if same issue occurs 3+ times, escalate to formal warning letter
07:15 AM β Arrived site. MOT for Phase 2A (southbound right lane closure, Sta. 10+00 to Sta. 18+50) set up by Contractor. Verified against approved MOT Plan Rev. 2, dated 03/10/2025.
07:30 AM β Field Audit: Found 3 cones displaced in taper (Sta. 10+25). Directed Foreman J. Garcia to reposition. Corrected by 07:40 AM. All other devices in compliance. Photos taken (see file 20250315_MOT_Audit).
04:45 PM β MOT devices removed. All lanes reopened by 04:58 PM. No incidents reported. Approved copy of MOT Plan on file, contractor copy on-site confirmed.
Three-Tier RE Response to Non-Compliance
Minor, first-time, easily corrected: displaced cone, fallen sign, worker without vest.
Action: verbal direction to foreman, log in daily diary, confirm corrected.
Repeated issue, moderate risk, or plan non-conformance.
Action: written NCR form, contractor must respond in writing within 24 hours.
Imminent safety hazard, immediate risk of injury, or persistent non-compliance after NCR.
Action: Written stop work order citing specific hazard and standard. Work stops NOW. Resume only after RE written approval.
NCR Format β Required Elements
Location: Station / Offset / Phase
Description of Nonconformance:
[Specific description of condition found]
Standard or Specification Violated:
[MUTCD Β§___ / SP Section ___ / IDOT BDE ___]
Required Corrective Action:
[Specific action required by RE]
Deadline for Correction: _____ (usually 24β48 hrs)
RE Signature: _______________
βββββββββββββββββββββββββββββ
CONTRACTOR RESPONSE:
Action Taken: _______________
Date Corrected: _____
Contractor Signature: _______________
βββββββββββββββββββββββββββββ
RE Verification: Date _____ Initials _____
When to Issue a Stop Work Order
- Workers in live traffic lane without TMA or physical separation
- Open trench in or immediately adjacent to travel lane without barricades
- No approved MOT plan on site and work has begun
- Flaggers absent when flagging is required by plan
- Equipment or materials blocking required emergency access
- Work hours outside approved plan time window (after repeated warning)
- MOT plan has been materially changed from approved version without RE approval
Backcharge for MOT Non-Compliance
- If contractor fails to correct MOT after NCR, RE may authorize owner's forces or separate contractor to correct
- Cost of correction charged back to contractor via Change Order deduction
- Back-charge requires: written NCR, documented contractor non-response, written RE authorization to use alternate forces
- Typical back-charge items: replacing signs contractor failed to maintain, re-installing cones after contractor removed them early, providing emergency flagger
IDOT Standard Specifications β Section 701
IDOT Section 701 (Maintenance and Protection of Traffic) governs all MOT requirements on IDOT contracts. Key subsections:
| Subsection | Topic | Key Requirements |
|---|---|---|
| 701.01 | Description | Contractor responsible for all MOT per MUTCD and contract |
| 701.02 | General Requirements | MOT plan submittal, PE stamp when required, lead time |
| 701.03 | Traffic Control Devices | All devices must be MUTCD-compliant, retroreflective, maintained |
| 701.04 | Flaggers | ATSSA-certified flaggers required; not project employees doubling as flaggers |
| 701.05 | Pavement Markings | Temporary markings required; conflicting markings obliterated |
| 701.06 | Measurement & Payment | MOT lump sum or unit price; includes all devices, flaggers, signing |
| 701.07 | Special Provisions | Project-specific requirements supplement 701 β always read SPs carefully |
IDOT Bureau of Design & Environment (BDE) Requirements
- BDE Manual Chapter 55: Work Zone Safety β mandates work zone safety analysis for significant projects
- Projects with >$1M construction cost on NHS routes require WZSA (Work Zone Safety Analysis)
- RE must verify WZSA has been completed and reviewed before approving major closures
- BDE Standard Drawings: IDOT has standard MOT drawings (MOT-1 through MOT-20+) for common applications
Illinois Enhanced Penalty Work Zone
- When workers are present: speeding fines doubled in Illinois work zones (625 ILCS 5/11-605.1)
- Required sign: R2-5 "FINES DOUBLED" on every IDOT and local agency work zone with workers
- Sign size: minimum 36" Γ 36" on arterials; 48" Γ 48" on state routes
- Signs installed before first day of work; removed after last day workers are present
- Aggressive driving in work zones: Class A misdemeanor; >26 mph over = mandatory court appearance
IDOT Lane Use Permit (LUP) System
- Required for any work on IDOT right-of-way including state routes, US routes, and Illinois routes
- Submit online: IDOT Lane Permit Application System (LPAS)
- Minimum submittal: 3 business days for standard closures; 10 business days for interstate closures
- Permit number must be referenced in field log before work begins
- Permit shows: approved dates/times, lanes affected, conditions
- Emergency permits: available by phone to IDOT District Office but must be followed up with written permit within 24 hrs
IDOT Standard Work Zone Drawings (Typical Applications)
| Drawing | Application |
|---|---|
| STA-1 | Lane closure on 2-lane highway (one direction) |
| STA-2 | Lane closure on multi-lane divided highway |
| STA-3 | Shoulder work on rural highway |
| STA-20 | One-lane two-way with flaggers |
| STA-22 | Full road closure with detour |
| INT-1 | Intersection β one approach closed |
| INT-2 | Intersection β quadrant closure |
Why Bridge Work Zones Are a Separate Category
Bridge work zones have unique challenges: confined width with no shoulders, overhead work from deck or scaffolding, load restrictions during construction, protection of structural elements, and coordination with waterway or railroad below.
Vertical Clearance Review
- Standard clearance over traffic: 14 ft-6 in minimum (AASHTO); 16 ft for new or reconstructed structures
- If scaffolding, formwork, or equipment reduces clearance: requires temporary load restriction signs
- Minimum vertical clearance for restricted access: reduce posted clearance sign to actual minimum clearance
- Crane lifts over active traffic: require separate crane permit and traffic stoppage during pick
- Verify temporary overhead clearance at each construction phase
Bridge Deck Work β MOT Special Considerations
- Half-width closures on bridges: verify minimum 10 ft travel lane width after closing one half
- Bridge expansion joints: verify temporary surfacing covers all joints in travel path
- Concrete forming/shoring: verify no form lumber or hardware projects into travel path
- Drains and scuppers: verify not blocked by construction debris (flooding = hydroplaning risk)
- Parapet/railing: if existing railing removed, provide temporary railing or TCB before opening lane
- Net below bridge: if workers over traffic below, debris netting required (not substitute for closing traffic)
Load Restrictions During Construction
- During deck replacement: may need to restrict load while deck is removed (no deck = only girders carry load)
- Verify structural engineer's load restriction recommendation is reflected in MOT plan signs
- Overweight permit routes: if bridge on overweight route, notify IDOT Permit Office to re-route during construction
- Construction equipment loads: cranes, concrete trucks must not exceed design loads on partially constructed or weakened structures
Waterway / Railroad Below Bridge
- If work over navigable waterway: US Army Corps of Engineers permit required; coordinate with USCG for bridge lighting
- If work over active railroad: railroad company (BNSF, UP, CN, Metra) right of way agreement and flagger required
- Railroad flagging: railroad provides certified flagger; work cannot start until flagger is in position
- Debris and tools: protect against falling into waterway or onto railroad tracks β require debris nets
Bridge Work Zone Review Checklist
- β Vertical clearance maintained or posted restriction sign provided
- β Temporary railings/barriers on open deck edges
- β Bridge scuppers and drains not blocked
- β Expansion joints covered in travel path
- β Structural load restriction communicated to contractor and enforced
- β Railroad or waterway coordination completed if applicable
- β Debris net below if workers overhead active traffic or railroad
- β Crane pick plan approved separately for lifts over active traffic
Why Utilities Matter to MOT Review
Underground utilities directly affect how a work zone is set up and maintained. Unexpected utility conflicts can force lane closures to be modified mid-operation, creating unsafe improvised MOT conditions. Reviewing utility coordination as part of the MOT review prevents dangerous surprises in the field.
JULIE / 811 Requirements (Illinois)
- JULIE (Joint Utility Locating Information for Excavators) = Illinois 811 one-call system
- Ticket must be called in minimum 48 hours before any excavation
- Ticket is valid for 25 days from the start date
- For projects >25 days: multiple JULIE tickets required (re-notify every 25 days for continuous work)
- RE must verify JULIE ticket numbers are on file before excavation begins in any lane
- All utilities must be field-located (painted on pavement) before excavation β verify this during field audit
- Illinois law: excavator must use hand tools within 24 inches of a marked utility
OUC (Office of Utility Coordination) Role
- OUC manages utility conflicts between project construction and existing utilities
- MOT plan must reflect any utilities being relocated, adjusted, or protected in place
- If utility relocation work is in the active travel lane: MOT must cover the utility relocation work (separate submittal may be needed)
- Utility conflicts shown on plan: verify contractor's MOT accounts for the actual utility location
- Emergency utility repairs: if emergency repair required in work zone, contractor must notify RE immediately to modify MOT for utility crew access
Utility Conflicts That Affect MOT
| Utility Conflict | MOT Impact | RE Action |
|---|---|---|
| Unmarked utility discovered in excavation | May require immediate lane expansion or closure | JULIE re-notify; verify emergency utility owner response |
| Utility adjustment delays a phase | Phase durations change, traffic control extended | Update MOT plan and notify permit holder |
| High-voltage cable above work zone | Equipment height restriction; no cranes over cable | Require electric company to de-energize or re-route |
| Gas main in trench adjacent to lane | Possible shut-down if damaged; gas sensor required | Require contractor to have gas monitors in trench area |
| Fiber optic alongside road edge | Taper cones cannot be anchored near fiber without protection | Verify cone bases don't damage conduit; use different cone method |
Potholing Requirements
- Potholing (soft dig / vacuum excavation) required to verify utility depth and location before heavy equipment operates nearby
- Potholing ticket separate from JULIE ticket β must document results
- Pothole records: utility type, depth, size, material, location β kept in project files
- If utility is in a different location than JULIE marks: JULIE must be notified; owner updates records
- For MOT review: verify potholing plan is shown for critical utility crossings in the work area
Emergency Utility Repair β RE Role
- Utility companies have 24/7 emergency repair authority under Illinois law
- Emergency repair teams can open the road without a contractor's MOT plan
- RE's role: coordinate to ensure emergency utility MOT meets minimum standards; document the emergency work; update project records
- If utility repair opens pavement in the project limits: verify restoration matches project specifications before final paving
Why You Need One
- Prevents construction delays β you know weeks ahead which utilities block excavation
- Protects you legally β proves you tracked every utility, not just the obvious ones
- Drives utility owner accountability β when they're late, you have a dated record
- Feeds the MOT plan β if a utility relocation is in a travel lane, that phase needs its own MOT coverage
- Feeds the CPM schedule β utility relocations that must happen before construction are schedule constraints
Before opening a spreadsheet, gather every document that has utility information. You are building a complete picture from multiple imperfect sources.
- Contract Plan Sheets β utility locations shown by the design engineer (these are approximate, not guaranteed accurate)
- OUC Conflict Summary Report β if your project has an OUC (Office of Utility Coordination), they prepared a conflict list during design phase. Get this document.
- Utility Relocation Agreements β any utilities being relocated by their owner will have a signed agreement in the contract file. List each one.
- Special Provisions β search for "utility" in the SPs. You will find which utilities are being relocated at owner's expense vs. contractor's expense, and any coordination requirements.
- Pre-Construction Meeting Notes β utility owners who attended will have flagged their facilities. Capture every name and phone number.
- JULIE 811 Tickets β if the design engineer called JULIE during design, request those ticket numbers. They show which utilities responded.
- Google Earth / Street View β for above-ground utilities (overhead electric, telecom poles, traffic signal conduit). Do a quick visual pass of the project corridor.
Documents collected: (1) CDOT contract plans showing ComEd duct banks, Nicor gas mains, AT&T telecom, CDOT water main on plan sheets; (2) OUC conflict summary showing 4 conflicts β 1 critical (electric duct bank in trench path), 3 minor; (3) ComEd relocation agreement in contract file dated 6 months prior; (4) Pre-construction meeting sign-in sheet with Nicor, AT&T, and CDOT DWM reps present.
Open Excel (or use the Course tool if you have one). Create one row per utility. Use these columns β every single one serves a purpose:
| # | Column Name | What to Enter | Example |
|---|---|---|---|
| 1 | Utility ID | Sequential ID you assign | U-001, U-002β¦ |
| 2 | Utility Owner | Company name | ComEd, Nicor Gas, AT&T, CDOT DWM |
| 3 | Owner Contact Name | Field rep or project manager name | John Rivera β ComEd ROW |
| 4 | Owner Contact Phone | Direct cell/office (not 800 number) | 312-555-0147 |
| 5 | Utility Type | What kind of utility | Electric / Gas / Water / Sewer / Telecom / Fiber / Storm / Traffic Signal |
| 6 | Size / Capacity | Pipe diameter, wire voltage, pressure | 8" DI water main; 12.5 kV electric; 4" gas at 15 psi |
| 7 | Location | Street, station range, side of road | North side of 47th St, Sta. 10+00 to Sta. 22+50 |
| 8 | Depth (as-built) | From design drawings or as-builts | 4.5 ft below grade (per as-built) |
| 9 | Depth (confirmed) | From pothole β fill in after field verification | 3.8 ft (potholed 03/15/25) |
| 10 | Conflict with Project? | Yes / No / Unknown | Yes β crosses trench at Sta. 14+30 |
| 11 | Conflict Description | Describe exactly what the conflict is | 6" gas main crosses proposed curb trench at 90Β° angle at Sta. 14+30 |
| 12 | Priority / Risk | π΄ High / π‘ Medium / π’ Low | π΄ High β must be lowered before excavation |
| 13 | Resolution Method | How the conflict is resolved | Relocate / Adjust Depth / Protect-in-Place / No Action Needed |
| 14 | Responsible Party | Who does the work | Utility Owner / Contractor / Joint |
| 15 | Reimbursable? | Who pays (from contract / utility agreement) | Yes β owner reimbursed by project / No β utility owner's cost |
| 16 | JULIE Ticket # | The 811 ticket number for this utility | IL-2025-03-12345 |
| 17 | JULIE Ticket Expiry | 25 days from start date β flag when expiring | Expires 04/06/2025 |
| 18 | Pothole Required? | Yes / No / Done | Yes β depth unknown from as-builts |
| 19 | Pothole Date | When pothole was performed | 03/15/2025 |
| 20 | Utility Agreement # | Agreement or permit reference number | ComEd Agreement #2024-CDT-0471 |
| 21 | Planned Action Date | When the relocation/adjustment is scheduled to be done | 04/01/2025 (per ComEd letter dated 02/15/25) |
| 22 | Actual Completion Date | Date work was verified complete in the field | 04/08/2025 (RE verified, see diary entry) |
| 23 | MOT Phase Affected | Which MOT phase covers this utility work | Phase 2A β requires separate MOT for Nicor crew |
| 24 | Status | Current state of this utility item | π‘ Pending / π΅ In Progress / β Cleared / βͺ N/A |
| 25 | RE Notes | Any field observations, delays, calls made | Called Nicor 03/20 β crew delayed 1 week. Notified PM. Entry in diary 03/20. |
Now you physically walk or drive the project corridor with your contract plans and fill in a row for each utility you identify. Use four sources simultaneously:
Source A β Contract Plan Sheets
- Look at the plan view and cross-sections for every utility symbol shown
- Every utility shown on the plans gets a row β even if it says "existing" with no action noted
- Write down the station range where each utility is present
- Note: plan sheets are approximate β treat all depths and offsets as "estimated" until field-verified
Source B β JULIE Field Marks
- After JULIE marks are painted on the pavement, walk the project with your plans side by side
- Any JULIE mark that doesn't appear on your plan sheets = add a new row (unknown utility discovered)
- Photograph every set of JULIE marks β store photos by station in your project folder
- Color codes: Red = electric, Yellow = gas, Orange = telecom/CATV, Blue = water, Green = sewer/storm, Pink = temp survey, White = excavation limits
Source C β Pre-Construction Meeting
- Utility owners who attend the pre-con meeting will identify their facilities verbally
- Capture every contact name and phone number β enter into your Owner Contact columns immediately
- Ask each owner: "Do you have any facilities not shown on the plans that we should know about?"
- Ask: "What is your current timeline for relocating / adjusting your facilities at the conflict locations?"
Source D β Your Own Field Walk
- Look up β overhead electric, telecom, and traffic signal wires not always on plans
- Look for utility markers, valve boxes, manhole covers, handhole lids in or near the work zone
- Note any structures (substations, pedestals, transformer vaults) that may be in staging areas
- Note any utility poles that may be in the path of equipment or in the proposed sidewalk location
β ComEd duct bank β on plans (U-001, confirm from plan sheet)
β Nicor 4" gas main β on plans (U-002)
β AT&T telecom β on plans (U-003)
β CDOT 8" water main β on plans (U-004)
π XFINITY CATV marker at Sta. 16+80 β NOT on plans (U-005, add new row, unknown depth)
π Traffic signal conduit on north side Sta. 10+00β14+00 β NOT on plans (U-006, call CDOT Traffic Signals)
Total matrix rows so far: 6. JULIE will likely add 1β2 more when marks go on the pavement.
For every row in your matrix, you must decide: does this utility conflict with construction? If yes, how serious? Use this simple three-level system:
The utility is directly in the path of excavation, grading, or structure work and will be hit if not dealt with first.
Examples: gas main crossing the proposed trench, water main at the same depth as the new storm sewer, electric duct bank under the proposed pavement removal zone
The utility is close but its exact depth or lateral location is unknown. Could be fine or could be a problem β you need to pothole to know.
Examples: gas main shown at 3.0 ft depth but proposed trench is 2.5 ft β tight tolerance, needs confirmation; telecom duct bank shown on as-builts from 1978 β location may have shifted
The utility is outside the work limits, deep enough to not be affected, or parallel to the road and not in the trench path.
Examples: overhead telecom on poles 10 ft from road edge (no work near poles); water main on opposite side of street from all excavation; deep sanitary sewer at 15 ft depth, proposed work only goes to 4 ft
U-002 Nicor 4" gas main: Shown crossing trench at Sta. 14+30 β π΄ High (must relocate)
U-003 AT&T telecom: Parallel to road, 6 ft offset from curb, trench is at curb β π’ Low
U-004 CDOT 8" water main: At 6 ft depth, trench only goes to 3 ft β π’ Low
U-005 XFINITY CATV: Unknown depth, unknown location beyond JULIE mark β π‘ Medium (pothole needed)
U-006 Traffic signal conduit: Shallow (18"β24"), in proposed sidewalk work area β π΄ High (protect-in-place or adjust)
For every utility marked π΄ High or π‘ Medium, you must decide: what is the plan to resolve it? There are four standard resolution methods:
| Method | What It Means | When to Use | Who Does It |
|---|---|---|---|
| Relocate | The utility is physically moved to a new location (permanently) | Utility is directly in the path of new infrastructure and cannot stay | Usually the utility owner (sometimes contractor with their oversight) |
| Adjust Depth (Lower / Raise) | The utility stays in the same horizontal location but is lowered or raised to provide clearance | When horizontal location is acceptable but depth conflicts with new structure | Usually utility owner |
| Protect-in-Place | The utility stays exactly where it is; the contractor works around it with protection (steel plates, foam, hand-digging) | When relocation is not feasible or cost-prohibitive; utility can physically remain without damage if protected | Contractor, with utility owner concurrence |
| No Action Needed | After review or potholing, confirmed no conflict exists | Pothole showed utility is deeper than trench; utility is outside work area | Document and close out |
U-002 Nicor 4" gas main (π΄ High): Crosses trench path, cannot be avoided β Relocate β Nicor to lower gas main 2 ft at crossing (Sta. 14+30 to 14+60). Nicor crew, owner's cost per agreement.
U-005 XFINITY CATV (π‘ Medium): Pothole showed CATV at 1.5 ft in sidewalk zone β Protect-in-Place β contractor hand-digs around CATV, installs steel protection board above before placing concrete base for sidewalk.
U-006 Traffic signal conduit (π΄ High): Conduit at 18" conflicts with new curb excavation β Adjust Depth β CDOT Traffic Signals crew to lower conduit to 30" before curb work begins in this segment.
A matrix without dates is just a wish list. For every conflict that needs resolution, you must get a commitment from the responsible party and document it in your matrix.
How to Get a Date Commitment
- Call the utility owner contact directly (not the 800 number β the direct field rep from your pre-con sign-in sheet)
- Tell them: "We are planning to begin excavation at [location] on [target date]. Your facility at that location needs to be relocated/adjusted by [date minus one week buffer]. Can you commit to that date?"
- Follow up the phone call with an email confirming the date β subject line: "Utility Relocation Commitment β [Project Name] β U-002 Nicor Gas Main Sta. 14+30"
- Enter the committed date in the Planned Action Date column
- Enter the date you made contact and the name of who you spoke to in the RE Notes column
What to Do When a Utility Owner Won't Commit
- First: escalate within the utility company β ask to speak to their project manager instead of field rep
- Second: notify your project owner (CDOT, IDOT, or municipality) in writing β send a memo documenting that the utility is unresponsive
- Third: the owner agency can invoke the right-of-way occupancy agreement, which usually gets a response immediately
- Document every contact attempt with date and time in your RE Notes column
"03/05/25 β Called Nicor rep Mark Sullivan (312-555-0147). Confirmed relocation needed at Sta. 14+30. Mark committed to completing relocation by 04/01/25. Followed up with email 03/05/25 confirming date (see project email file). Construction at this station planned for 04/08/25. One-week buffer in place."
"03/28/25 β Called Mark β crew delayed, revised completion date 04/07/25. Notified PM via email 03/28/25. Construction adjusted to start 04/14/25 at this station."
The utility matrix does not live in isolation. It must be connected to both your MOT plan and the contractor's CPM schedule.
Linking to the MOT Plan
- Any utility relocation or adjustment work happening in a travel lane needs its own MOT coverage
- Check each π΄ High utility row: what MOT Phase covers the area where the utility work will happen?
- Enter the phase name or number in the MOT Phase Affected column
- Confirm with the utility owner: will their crew need a lane closure? If yes, they must coordinate with the RE for a lane closure permit β they cannot just close the lane themselves
- If the utility work happens in a separate window from the contractor (e.g., Nicor does their lowering 2 weeks before contractor arrives), they need their own standalone MOT plan submitted to and approved by RE
Linking to the CPM Schedule
- For every π΄ High utility: it is a schedule predecessor β the contractor cannot begin work at that location until the utility is cleared
- Give the contractor your matrix and say: "These are your predecessor constraints. Phase 2A excavation at Sta. 14+30 cannot begin until U-002 Nicor relocation is verified complete"
- Verify the contractor's CPM schedule shows the utility clearance as a predecessor activity
- If a utility is late: update the CPM successor activity to reflect the new start date
This is the step most REs skip β and it is the most important one. The matrix is worthless if it is not kept current.
Weekly Update Routine (15 minutes per meeting)
- Pull up the matrix at the start of the weekly progress meeting
- Go through every π΄ High and π‘ Medium row that is not yet Cleared
- Ask the contractor: "Has anything changed with the utility situation at [station]?"
- Call any utility owner who has a commitment date within the next 2 weeks to confirm they are on schedule
- Update dates, add notes, change statuses as items are resolved
- Flag any item that is now past its planned date without completion β mark in red / escalate
What Triggers an Immediate Update (Don't Wait for the Weekly Meeting)
- A JULIE ticket expires β immediately call in a new ticket and update the matrix
- Pothole reveals a utility at a different location or depth than expected β update the row and reassess conflict level
- An unexpected utility is found during excavation β add a new row immediately, stop work in that area until assessed
- A utility owner calls to say they will be late β update planned date, notify PM, and document in RE Notes
- A utility relocation is completed and verified by RE in the field β enter actual completion date, change status to β Cleared
No matter how thorough your matrix is, surprises happen. Underground utilities are frequently at different locations than the as-builts show. Here is the exact procedure when a utility is found that wasn't expected:
- Stop excavation immediately in the immediate area β hand-dig around the utility to expose it safely (minimum 18 inches clearance either side)
- Identify the utility β call the utility owner (use your matrix contact list) to come to the field and identify their facility
- Add a new row to the matrix β U-XXX, new entry, record all known information (type, location, depth as found, station)
- Re-call JULIE if needed β if the utility was not marked, it may be a JULIE locate failure (utility owner did not respond to the locate request). Document this.
- Document in your daily diary β time discovered, crew who found it, exact location, dimensions, what actions were taken
- Assess the conflict β assign priority and resolution method as you would for any other entry
- Do not allow resumption of excavation in that area until the conflict is resolved (either pothole confirms safe clearance, or utility is relocated/protected)
- Assess schedule impact β if this is a critical-path item, notify the PM immediately in writing
- Assess cost impact β if the contractor had to stop work and extra work is required, document for potential change order
RE actions: Stop work order to crew. Photograph. Call JULIE to report locate failure. Call ComEd (fiber assumed from color β orange). ComEd confirms it's AT&T β wrong locate. AT&T rep arrives in 2 hours. Cable is intact but exposed. AT&T agrees to protect-in-place with steel plate. New row added to matrix: U-007, AT&T Fiber Optic, Sta. 18+30 to 18+60, 18" depth, Protect-in-Place, AT&T responsible, status π΅ In Progress. RE diary entry complete with photos and timeline.
At project completion, the utility matrix becomes part of your permanent project record. Before closing the project file:
- Every row must have a status of β Cleared or βͺ N/A β no row should remain π‘ Pending at project close
- Final matrix is saved in PDF format and included in the project close-out package
- Any utility that was relocated or adjusted: verify the utility owner has updated their as-built records
- Attach the final JULIE ticket printouts to the project file
- If any utility relocation cost is reimbursable to the utility owner: forward the final matrix to the project owner's accounting team with actual completion dates for reimbursement processing
- Note any unresolved items (very rare) and document why they remain open and what the maintenance plan is
β‘ All actual completion dates are filled in and verified by RE
β‘ All JULIE tickets documented with expiry dates
β‘ All pothole records attached
β‘ All utility owner correspondence filed and referenced
β‘ Matrix exported to PDF and included in close-out package
β‘ Utility owners notified to update their as-built records
β‘ Reimbursable items forwarded to accounting
π Sample Utility Matrix β 47th Street Reconstruction
Here is what a complete, filled-in utility matrix looks like. This is your target output after completing all 10 steps above.
| ID | Owner | Type | Size | Location | Depth (Plan) | Depth (Actual) | Conflict? | Priority | Resolution | Party | Planned Date | Actual Date | Status |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| U-001 | ComEd | Electric Duct Bank | 4-way 4" PVC | N side, Sta.10+00β22+50 | 3.2 ft | 3.6 ft (potholed 03/15) | No β deeper than trench | π’ Low | No Action | ComEd | β | 03/15/25 | β Cleared |
| U-002 | Nicor Gas | Gas Main | 4" Steel | Crosses trench, Sta.14+30 | 3.0 ft | 3.1 ft (potholed 03/16) | Yes β trench at 3.0 ft | π΄ High | Relocate (lower to 5.0 ft) | Nicor | 04/07/25 | 04/10/25 | β Cleared |
| U-003 | AT&T | Telecom | 4-way 4" HDPE | S side, parallel, Sta.10+00β22+50 | 4.0 ft | β | No β outside work limits | π’ Low | No Action | N/A | β | β | β Cleared |
| U-004 | CDOT DWM | Water Main | 8" DI | CL of road, Sta.10+00β22+50 | 6.5 ft | β | No β trench only 3 ft deep | π’ Low | No Action | N/A | β | β | β Cleared |
| U-005 | Xfinity | CATV Coax | 0.75" coax | N side sidewalk, Sta.16+80 | Unknown | 1.5 ft (potholed 03/18) | Yes β in new curb excavation | π‘ Med | Protect-in-Place (steel plate) | Contractor | 03/28/25 | 03/27/25 | β Cleared |
| U-006 | CDOT Traffic Sig. | Signal Conduit | 2" PVC | N side, Sta.10+00β14+00 | 18β24 in | 20 in (potholed 03/19) | Yes β in new curb/sidewalk zone | π΄ High | Adjust depth (lower to 36") | CDOT Signals | 04/01/25 | 04/03/25 | β Cleared |
| U-007 | AT&T | Fiber Optic | 1.5" HDPE | N side, Sta.18+30β18+60 | Not on plans | 18 in (found during exc. 04/10) | Yes β found during excavation | π΄ High | Protect-in-Place (steel plate + foam) | AT&T + Contractor | 04/10/25 | 04/10/25 (same day) | β Cleared |
π Key Rules β Always Remember These
β’ Call in β₯ 48 hrs before any excavation
β’ Ticket valid 25 days only
β’ Re-ticket for work beyond 25 days
β’ Hand-dig within 24" of any mark
β’ Document ticket numbers in matrix
β’ Every contact = diary entry + email
β’ Every pothole = recorded depth + photo
β’ Every clearance = RE field verification
β’ Every surprise = immediate matrix row
β’ Final matrix = project close-out file
β’ π΄ High utility = CPM predecessor
β’ 1-week buffer before contractor excavates
β’ Late utility = notify PM in writing
β’ Never let contractor "work around" an unresolved π΄ High
β’ Unknown utility found = STOP WORK
β’ Hand-dig to expose safely first
β’ Call owner before any machine work resumes
β’ OSHA 29 CFR 1926.651(b) requires locate before excavation
Personal Notes & Reminders
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Quick Reference Card
<45 mph: L = W Γ SΒ² / 60
β₯45 mph: L = W Γ S
Shoulder = Merge Γ· 3
Departure = Merge Γ· 2
Residential: 10 ft
Arterial: 11 ft
State/Federal: 12 ft
Ped path: 4 ft (5 ft pref)
25 mph = 100 ft
35 mph = 350 ft
45 mph = 500 ft
55 mph = 1000 ft
65 mph = 1500 ft
Min. access width: 20 ft
Hydrant block max: 4 hrs
Night PPE: Class 3 vest
Lighting: 2 fc minimum