🚦 Overview – What is MOT Constructability Review?

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.

⚠️ Why This Matters
A flawed MOT plan can lead to: worker fatalities, public injuries, IDOT/FHWA violations, project shutdowns, and costly litigation. The RE is the last line of defense before field implementation.

Who Performs the Review?

Resident Engineer (RE)
  • Primary reviewer and approver
  • Signs MOT approval documentation
  • Coordinates with police/fire/city
  • Holds contractor accountable
Field Inspector / Construction Inspector
  • Verifies field implementation
  • Documents non-conformances
  • Reports to RE daily
  • Issues stop-work if unsafe

Key Reference Documents

  • MUTCD – Manual on Uniform Traffic Control Devices (2009/2023 editions)
  • IDOT BDE Manual – Bureau of Design & Environment
  • IDOT Standard Specifications – Section 701 (MOT)
  • Work Zone Safety – 23 CFR Part 630 Subpart J
  • Project Special Provisions – Contract-specific requirements
  • ITE Traffic Engineering Handbook
  • Local Municipal Permits – City/County lane closure permits
πŸ’‘ RE Pro Tip
Always request the contractor's MOT submittal at least 5–10 business days before work begins. Never allow work to start without an approved MOT plan on-site, dated and signed by the RE.

Types of MOT Plans

Type I Stationary Lane Closure
Type II Moving/Traveling Work Zone
Type III Short Duration (<1 hr)
Type IV Intermittent Closure
Type V Full Roadway Closure / Detour
Custom Project-Specific Phased Plan
βœ… Master MOT Constructability Checklist
Progress: 0 / 0 items checked

πŸ“‹ General Plan Requirements

πŸ“‹ Step-by-Step MOT Plan Review Process

Follow these 12 sequential steps when reviewing any MOT submittal. Click each step to expand.

1
Verify Administrative / Submittal Requirements
β–Ό

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) – 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
πŸ’‘ Tip
Return incomplete submittals immediately with a written deficiency list. Document the returned date on your submittal log.
πŸ“‹ Example RFI Comment
"MOT Plan submittal dated 03/15/2025 does not include a PE stamp as required by Special Provision Section 701.02. Contractor shall resubmit within 5 business days."
2
Cross-Check with Contract Documents & Special Provisions
β–Ό

Verify the MOT plan matches contract requirements:

  • Work zone hours match contract restrictions (e.g., no lane closures 7AM–9AM / 4PM–6PM)
  • 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
πŸ”΄ Common Miss
Contractor submits a MOT plan for a 24-hour closure on a road that only allows 8-hour nighttime closures per Special Provisions. Always verify time windows first.
πŸ“‹ Field Example – Chicago Street Reconstruction
Contract SP states: "No lane closures permitted on Milwaukee Ave during peak hours (7–9 AM, 3–6 PM weekdays)." Contractor submits daytime closure from 7 AM–5 PM. RE must reject and require revised phasing.
3
Review Site Plan for Accuracy & Field Conditions
β–Ό
  • 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) – 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
πŸ’‘ Tip
Do a quick Google Maps / Street View check of the intersection before reviewing. A 2-minute check will catch most plan inaccuracies.
πŸ“‹ Example
Contractor's plan shows a 4-lane road. Field inspection reveals a dedicated center left-turn lane (CLTL) not shown on plan. RE must return for correction – the CLTL changes taper locations and signing requirements.
4
Review Traffic Control Device Placement
β–Ό
  • Verify sign types and sizes match MUTCD Table 6F-1 for road classification
  • Check sign spacing per MUTCD – 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 – 1 mile in advance on high-speed roads
  • Arrow boards (Type C) for moving operations; Type B for stationary closures
πŸ’‘ MUTCD Rule of Thumb
For 35 mph urban roads: cone spacing in taper = 35 ft; tangent = 40–80 ft. For 55 mph rural: taper spacing = 55 ft; tangent = 80–120 ft.
πŸ”΄ Common Issue
Cones placed too far apart in the taper zone – creates gap that invites motorists to cut through. MUTCD Β§6F requires cone spacing ≀ vehicle speed in mph (in feet) during taper.
5
Review Taper Design & Geometry
β–Ό

Taper length formula (MUTCD):

L = W Γ— SΒ² / 60 (for speeds < 45 mph)
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
πŸ“‹ Taper Calculation Example
Road: 35 mph, closing one 12-ft lane (W=12 ft)
L = 12 Γ— 35Β² / 60 = 12 Γ— 1225 / 60 = 245 ft minimum taper length
If plan shows only 150 ft taper β†’ REJECT – too short
πŸ’‘ Tip
Always note if the plan is a turning lane taper vs. through-lane taper. Turning taper = 50% of through-lane taper length (MUTCD).
6
Review Work Zone Width & Clearances
β–Ό
  • 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
πŸ”΄ ADA Non-Compliance
If the contractor narrows pedestrian path to less than 4 ft or creates a cross-slope exceeding 2%, this violates ADA and the RE must reject or require a temporary pedestrian accessible route (TPAR).
7
Review Signing – Types, Sizes, Placement & Legibility
β–Ό
  • Verify correct sign series: W-series (warning), R-series (regulatory), M-series (motorist info)
  • Check sign sizes per road classification (MUTCD Table 6F-1):
    – Local roads: 30"Γ—30" minimum
    – Urban arterials: 36"Γ—36"
    – Freeways: 60"Γ—60" 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
πŸ’‘ Sign Spacing Guide
Urban (35 mph): 350–500 ft spacing between advance warning signs
Rural (55 mph): 1000–1500 ft spacing between advance warning signs
πŸ“‹ Example Issue Found in Review
Contractor shows W20-1 "Road Work Ahead" at 200 ft from work zone on a 45 mph road. MUTCD requires minimum 500 ft for 45 mph. RE comment: "Relocate W20-1 to minimum 500 ft upstream per MUTCD Table 6C-1."
8
Review Pavement Markings (Temporary)
β–Ό
  • 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
πŸ”΄ Critical Issue
Conflicting pavement markings (old vs. new) are a leading cause of night-time accidents in work zones. Never allow work to proceed if old markings are visible alongside new temporary markings.
9
Review Detour Plans (if applicable)
β–Ό
  • 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)
πŸ“‹ Example – Detour Route Capacity Issue
Project closes Western Ave (4-lane arterial, ADT 25,000 vpd). Detour on Rockwell Ave (2-lane residential, ADT 3,000 vpd). RE should flag: Rockwell cannot accommodate overflow – re-route to California Ave (4-lane arterial) instead.
10
Review Phasing Plan & Sequence of Operations
β–Ό
  • 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
πŸ’‘ Tip
Ask the contractor to walk you through each phase verbally in a pre-construction meeting. This reveals conflicts the plan doesn't show (equipment staging, material delivery, etc.).
11
Review Flagger Control (if applicable)
β–Ό
  • 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
πŸ”΄ Flagger Liability
If flaggers are not properly positioned or certified, the RE may be held liable if an accident occurs. Always document flagger certification during pre-construction.
12
Final Review & Approval Documentation
β–Ό
  • 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 – 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 48–72 hrs)
βœ… Final Approval Checklist
β–‘ All 12 review steps completed
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
πŸͺ§ Traffic Control Signs & Devices Reference

MUTCD Sign Series Used in Work Zones

Sign CodeSign NameTypeTypical Use
W20-1Road Work AheadWarningFirst advance warning sign entering work zone
W20-2Worker SymbolWarningWorkers on or near roadway
W20-3No Workers PresentWarningWhen work hours end, remove or cover
W20-4One Lane Road AheadWarningOne lane traffic in each direction alternating
W20-5Road Machinery AheadWarningMoving equipment near or on road
W20-7aFlagger AheadWarningUpstream of flagger station
W20-7bFlag Person AheadWarningAlternative to W20-7a
W4-2Lane EndsWarningLane reduction taper approach
R9-11Sidewalk ClosedRegulatoryPedestrian diversion required
R9-10Sidewalk Closed – Cross HereRegulatoryWith directional arrow
G20-2End Road WorkGuideDownstream end of work zone
R2-1Speed Limit (number)RegulatoryReduced work zone speed
R2-5Fines DoubleRegulatoryRequired on state routes in IL

Channelizing Devices – Types & Spacing

DeviceHeightUseTaper SpacingTangent Spacing
Traffic Cone18"–36"Low-speed urban, short duration≀ speed (mph) in ft40–80 ft
Tubular Marker36"Channelization on shoulders≀ speed in ft40 ft
Traffic Drum36"High-speed, longer duration≀ speed in ft80 ft
Temporary Barrier (PCCP)32"–42"Long-duration, high-speedPer barrier manufacturerContinuous
Vertical Panel8"Γ—24"Curb delineation, bike lanes20 ft40 ft
Warning Light Type A–Flashing amber, low hazardOn each device at curves–
Warning Light Type C–Steady burn, edge of road––

Arrow Board Types

Type A – Caution
Alternating flashing 4-panel array. Low-speed urban, shoulder work.
Type B – Merging
Sequential flashing array. Stationary lane closures, mid-speed roads.
Type C – Moving
Full sequential chevron. Moving/traveling work zones (paving, striping trucks).
πŸ’‘ Arrow Board Placement Tip
Arrow board truck should be placed in the closed lane, pointing away from traffic, at the beginning of the taper. The arrow must point toward the open lane. Position the board so it is visible for minimum stopping sight distance (typically 500+ ft for 45 mph).

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 Types & Review Requirements

Lane Closure Categories

Partial Lane Closure (Travel Lane Narrowed)
β€’ Minimum 10–11 ft remaining travel lane
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
Single Lane Closure – One Direction
β€’ Merge taper required (L = W Γ— SΒ² / 60 for <45 mph)
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
Two-Way Traffic on One Roadway (Head-to-Head)
β€’ Minimum 20 ft clear width required (2 Γ— 10 ft lanes)
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
Full Roadway Closure with Detour
β€’ Full signing system for detour route
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 – 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
πŸ’‘ RE Coordination Tip
Keep a "Lane Closure Log" tracking: closure date, location, time open/closed, permit number, and any incidents. This documentation is critical if a claim or dispute arises.

Factors Affecting Lane Closure Approval

FactorThreshold / Consideration
ADT (Average Daily Traffic)> 25,000 vpd – evaluate capacity impact; >50,000 – likely need demand management
Posted Speed< 35 mph: cones OK; > 45 mph: drums or barriers recommended
Work Zone Duration< 1 hr: short duration; 1–12 hrs: intermediate; >12 hrs: long term
Night WorkEnhanced lighting, retroreflective PPE, PCMS notification required
Transit RoutesCoordinate with CTA/Pace/Metra – rerouting requires 2-week advance notice
School ZonesNo closures during school arrival/dismissal Β± 30 min of posted times
Special EventsChicago Marathon, Air & Water Show, sporting events – may require 30-day advance
β™Ώ Pedestrian & ADA Accessibility in Work Zones

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:

Width Requirements
  • Minimum clear width: 4 ft
  • Preferred width: 5 ft (allows wheelchairs to pass)
  • Passing space (60"Γ—60") every 200 ft if < 5 ft wide
Surface Requirements
  • 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

SignCodeWhere Used
Sidewalk ClosedR9-11At start of closed sidewalk, both directions
Sidewalk Closed – Cross HereR9-10aDirects peds to cross at safe crossing point
Path NarrowsR9-9When TPAR is narrower than existing sidewalk
Pedestrians – Use Other SideR9-3aFull closure, peds directed to opposite sidewalk
Accessible Pedestrian SignalPer MUTCD Ch. 4EWhen temporary signal controls pedestrian crossing
πŸ”΄ ADA Compliance Risk
Failure to provide an adequate TPAR can result in ADA Title II complaints, DOJ investigations, and project-level noncompliance findings. The RE must reject any MOT plan that does not address pedestrian access if the project is in an area with pedestrian infrastructure.
πŸ“‹ Example – TPAR Review Comment
"MOT Plan Phase 2 shows closure of north sidewalk on Main St between Oak and Elm. No TPAR is provided. Contractor shall provide a temporary pedestrian accessible route per MUTCD Part 6D.01 with minimum 5-ft clear width, R9-11 signing at both ends, and directional arrows to the TPAR entrance. Resubmit for RE approval."

Common ADA Issues Found During Review

No curb ramp at TPAR entrance/exit into roadway
Require portable curb ramp or temporary ramp construction (compacted asphalt wedge + detectable warning)
Contractor uses a plywood ramp with no truncated domes. RE must reject and require proper ADA curb ramp or approved portable unit.
TPAR surface has cross-slope > 2% (wheelchair tips)
Require grading correction or use of portable pedestrian platform panels with level surface
Contractor lays gravel on side slope. Field inspector measures 5% cross-slope. RE issues NCR (Nonconformance Report) and requires correction before TPAR opens.
πŸ”€ Detour Route 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

LocationSign RequiredNotes
Approaching closureW20-3 + Detour Ahead (M4-8)1500 ft advance on 55 mph; 500 ft on 35 mph
At turn off detour routeDetour (M4-9) + directional arrowAt every decision point
Mid-detour confirmationsDetour (M4-9) confirmationAfter each turn, long straight segments
End of detourEnd Detour (M4-10)Where detour rejoins original route
Detour route intersectionsTurn penalties, no left turn if neededModify existing control as needed
πŸ’‘ Drive the Detour Route
Before approving, physically drive or walk the detour route. Common issues: turning radius too tight for trucks, missing signs, conflicting signals, overhead height restrictions not shown on plan.

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
πŸ“‹ Example – Detour Review Deficiency
Contractor proposes full closure of Archer Ave (US Route 171). Detour on side streets. RE review found:
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.
πŸŒ™ Night Work & Restricted Hours Review

Night Work MOT – Special Requirements

  • Lighting: Temporary work zone lighting per MUTCD Section 6F.67 – 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

LocationMinimum IlluminanceUniformity Ratio
General work area2 fc (footcandles)3:1
Worker task areas5 fc3:1
Transition zone (taper)1 fc4:1
Pedestrian detour path2 fc3:1

Work Restrictions by Location Type

LocationTypical RestrictionRE Action
Chicago Major ArterialNo closures 7–9 AM, 3–6 PM weekdaysVerify closure times on plan
School ZonesNo work Β±30 min of school hoursGet school schedule, mark on plan
Hospital Access RoutesNo full closures 24/7 without alt routeRequire emergency access plan
Residential (quiet hours)No loud work 10 PM – 7 AM (local ordinance)Verify noise permit if night paving
Interstate/US RouteClosures: 10 PM – 5 AM onlyVerify IDOT permit for time window
HolidaysNo closures Memorial Day–Labor Day weekend on tourist routesCheck IDOT holiday restriction list
πŸ”΄ Night Work Common Failures
1. Inadequate lighting – workers in shadow zones
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 Zones & Emergency Access

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
πŸ“‹ Example – School Zone Conflict
Project on Pulaski Rd – phase 2 closes right lane from 7 AM to 4 PM. Lincoln Elementary is adjacent – dismissal at 3:15 PM. RE requires contractor to open lane by 2:45 PM (30-min buffer) or delay closure start until 3:45 PM. Contractor revises work hours accordingly.

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) – provide project superintendent's cell number
  • In hospital districts: coordinate with hospital security and ER access routes
πŸ’‘ Emergency Access Plan Tip
Include a "24-Hour Emergency Contact" box on every MOT plan showing: RE name/cell, Contractor superintendent name/cell, and local dispatch number. This is often required by city permits.

Transit Considerations

  • CTA Bus: notify CTA if any bus stop is relocated – 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 – coordination with CTA Engineering required
  • Metra grade crossings: BNSF/UP/Metra require 60-day advance for any work affecting crossings
πŸ”„ Phasing & Sequence of Operations

What Makes a Good Phasing Plan?

  • Each phase is self-contained – 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 – Urban Street Reconstruction

4-Lane Road Reconstruction – Phased Half-Width
Phase 1: Close 2 northbound lanes, maintain 2 southbound + bike lane. Work on north half.
Phase 2: Close 2 southbound lanes, restore north half to traffic. Work on south half.
Phase 3: Full open, punch list work nights only.
Review focus: How are U-turns handled during Phase 1 for NB traffic? Are cross-streets accessible in both phases? Verify signal timing adjusted for reduced lanes.
Intersection Reconstruction – Quadrant Phasing
Phase 1: NE quadrant – close one NB and one EB approach. Signal reoptimized.
Phase 2: SE quadrant – restore NE, close one SB and EB lane.
Phase 3–4: Repeat for SW and NW quadrants.
Phase 5: Signal head replacement, loop detectors, final striping.
Review focus: Pedestrian crossing continuity in all 4 phases. Signal warrant maintained throughout. Left turns maintained or prohibited with signage.
πŸ’‘ Phasing Review Pro Tip
Overlay all phases on a single transparent sheet (or trace the plan). Conflicts between phases – like a pipe excavation crossing into a live travel lane that wasn't considered – become immediately obvious.
πŸ“– MOT Keywords & Glossary
TermDefinitionStandard Reference
⚠️ Common Problems & Solutions in MOT Review

Plan Deficiency Problems & RE Solutions

Taper length is too short for posted speed
Calculate required taper using L = WΓ—SΒ²/60 (urban) or L = WΓ—S (rural). Return plan for correction. Mark exact required dimension on return comment.
Posted speed = 40 mph, lane width = 12 ft. Required taper: L = 12 Γ— 1600/60 = 320 ft. Plan shows 150 ft. Comment: "Increase merging taper from 150 ft to 320 ft minimum per MUTCD Β§6C.02."
Cone spacing exceeds MUTCD requirements in taper zone
Require cones spaced at ≀ speed (mph) in feet within taper. Add note to plan specifying maximum cone spacing by zone.
35 mph road. Plan shows 80 ft cone spacing in taper. Correct: 35 ft maximum. Comment: "Reduce cone spacing in taper zone to 35 ft max per MUTCD Table 6H."
No buffer space between taper end and work activity
Add upstream buffer per MUTCD Table 6C-1. For 35 mph = 160 ft buffer; 45 mph = 250 ft; 55 mph = 320 ft. Buffer zone should have no workers.
Excavation begins immediately at end of taper. RE requires 160 ft buffer zone (no workers or equipment) between taper end and first excavation on 35 mph road.
Missing "End Road Work" sign at downstream end
Add G20-2 "End Road Work" sign at the downstream end of all work zones. Required per MUTCD Β§6F.54.
Comment: "Add G20-2 'End Road Work' sign at downstream end of work zone (Sta. 24+50, north side) per MUTCD Β§6F.54."
Conflicting pavement markings not shown for obliteration
Require contractor to add obliteration plan (waterblasting or grinding) to remove all conflicting permanent markings before applying temporary markings.
Phase 1 shifts traffic into former opposing lane. Old center line still visible. RE comment: "Show obliteration of existing centerline markings between Sta. 10+00 and 18+50 prior to placing temporary edge line."
No pedestrian detour route shown despite sidewalk closure
Require TPAR per MUTCD Part 6D. Must show: width, surface, signing, curb ramps, detectable warning surfaces. If cross-street crossing required, show crosswalk or temporary signal.
Phase 3 plan shows closed sidewalk with note "pedestrians use other side." No crossing guidance given. RE rejects and requires complete TPAR plan showing how pedestrians cross safely to alternate sidewalk.
Arrow board type is incorrect for operation type
Verify Type C (moving) vs Type B (stationary) per MUTCD Β§6F.58. Traveling paving operations require Type C; stationary lane closure requires Type B minimum.
Contractor shows Type A caution light on 55 mph rural road stationary closure. MUTCD requires Type B minimum for stationary closures on roads > 45 mph. RE returns for correction.
Detour route passes over bridge with weight restrictions
Verify detour route bridge postings. If truck traffic diverted, verify weight limit β‰₯ legal load (80,000 lb GVW or project permit load). Add detour weight restriction sign or find alternate route.
Proposed detour uses 24th St viaduct posted at 30 tons. Concrete trucks weigh 66,000 lb (33 tons). RE rejects detour route and requires rerouting to adjacent non-restricted bridge.
Sign advance placement distance too short for posted speed
Use MUTCD Table 6C-1 for required advance placement distances. 25 mph = 100 ft; 35 mph = 350 ft; 45 mph = 500 ft; 55 mph = 1000 ft; 65 mph = 1500 ft.
W20-1 placed 200 ft from work zone on 55 mph road. Required = 1000 ft advance. Comment: "Relocate W20-1 to 1000 ft minimum in advance of work zone per MUTCD Table 6C-1."
No lane closure permit submitted before approval
Do not issue MOT approval without confirming permit application is in process. IDOT state routes require Lane Use Permit (LUP) submitted online minimum 3 business days prior.
Contractor calls RE day of closure asking for verbal approval. RE response: "No verbal approvals. Submit LUP online immediately. MOT cannot be implemented until permit number is received and logged."
πŸ“ MUTCD Quick Reference for Work Zones

MUTCD Part 6 – Temporary Traffic Control

ChapterTopicKey Requirements
6AGeneralDefinitions, TTC zone fundamentals, worker safety
6BFundamental PrinciplesAdequate notice, lane balance, motorist guidance
6CTemporary Traffic Control Zone ElementsAdvance warning, transition, activity, termination zones
6DPedestrian & Worker SafetyTPAR requirements, sight distance, flagging
6EFlagger ControlFlagger procedures, STOP/SLOW paddle, hand signals
6FTemporary Traffic Control DevicesSigns, cones, drums, barriers, arrow boards, PCMS
6GTTC for Specific Work ActivitiesTypical applications (TA-1 through TA-50+)
6HTypical Application DiagramsStandard layouts for common work zone configurations
6IControl of Traffic Through TTC ZonesSignal control, flag control, one-lane alternating

Key MUTCD Tables at a Glance

TableContents
Table 6C-1Advance Warning Sign Placement Distances by Speed
Table 6C-2Buffer Space Lengths
Table 6F-1Sign Sizes for Work Zones by Road Type
Table 6F-2Spacing of Channelizing Devices
Table 6H-1Typical Application Index (TA diagrams)

MUTCD Table 6C-1 – Sign Placement (Summary)

Posted Speed (mph)Advance Warning Distance (ft)Buffer Space (ft)
2510075
30200100
35350160
40500200
45500250
50750300
551000320
601500370
651500400

Taper Length Formula Reference

Merging / Shifting Taper (Speed < 45 mph):
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 – Most Used

  • TA-1 – Lane closed on two-lane road, one direction of travel
  • TA-2 – Lane closed on multilane highway
  • TA-3 – Short-duration work, two-lane road, moving operations
  • TA-6 – Shoulder work, rural highway
  • TA-20 – One-lane, two-way traffic control (flaggers)
  • TA-22 – Full road closure with detour
  • TA-23 – Intersection work with signal modification
πŸ“ Writing Effective RFI & Review Comments

Structure of a Good Review Comment

Format:
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)

πŸ“‹ Comment #1 – Short Taper
"Merging taper at Sta. 12+50 measures 180 ft on plan. For posted speed of 40 mph and offset width of 12 ft, minimum required taper length = 12 Γ— (40)Β² / 60 = 320 ft per MUTCD Β§6C.02. Revise plan to show minimum 320 ft merging taper. Resubmit for RE approval."
πŸ“‹ Comment #2 – Missing TPAR
"MOT Plan Phase 2 shows closure of west sidewalk on Oak Street between Maple Ave and Elm St. No Temporary Pedestrian Accessible Route (TPAR) is provided. Per MUTCD Part 6D, a TPAR with minimum 4-ft clear width, firm stable surface, detectable warning surfaces at curb ramp transitions, and pedestrian signing (R9-11, R9-10a) is required. Submit revised plan with complete TPAR details."
πŸ“‹ Comment #3 – Sign Placement
"W20-1 'Road Work Ahead' sign is shown 250 ft in advance of work zone. For 50 mph posted speed, MUTCD Table 6C-1 requires minimum 750 ft advance placement. Relocate W20-1 to Sta. 10+00 (750 ft upstream of work area at Sta. 17+50). Revise plan accordingly."
πŸ“‹ Comment #4 – Conflicting Markings
"Phase 1 traffic shift places northbound travel in former southbound lane. Existing permanent centerline markings between Sta. 6+00 and Sta. 14+00 will conflict with temporary travel path. Per MUTCD Β§3A.02, conflicting markings must be removed prior to opening temporary lane. Add obliteration (waterblasting) note to Phase 1 plan for existing centerline and edge line removal."
πŸ“‹ Comment #5 – No PE Stamp
"Per Special Provision Section 701.02(b), MOT Plans for road closures on state routes require a Professional Engineer (PE) stamp registered in the State of Illinois. Submitted plan does not include a PE stamp. Resubmit with licensed PE signature, seal, and date."
πŸ“‹ Comment #6 – Night Work Lighting
"Plan note states work will proceed between 9 PM and 5 AM. No temporary lighting plan is provided. Per MUTCD Β§6F.67 and IDOT Special Provision 701.07, a lighting plan showing minimum 2 fc at work area and 5 fc at worker task stations is required. Submit supplemental lighting plan with fixture locations, lumens, and photometric calculations."

RE Approval Transmittal Letter Template

DATE: [Date]
TO: [Contractor Name]
FROM: Eng. Ahmad Safi, PE – Resident Engineer
RE: MOT Plan Review – [Project Name], Contract [No.]

☐ APPROVED – No comments. Proceed as submitted.
☐ APPROVED WITH COMMENTS – Incorporate comments shown. Proceed pending correction on next submittal.
β˜‘ REJECTED – 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 – Resident Engineer
Date: _______________
🧠 Self-Quiz – MOT Review Knowledge Check

Test your knowledge of MOT constructability review concepts.

🚦 Intersection Control & Signal Modifications in Work Zones

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

Existing Traffic Signal – Retained
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.
Temporary Traffic Signal
Installed when permanent signal is removed or relocated. Requires PE-designed plan, signal warrant, timing plan, and emergency preemption capability.
Stop / Yield Control
Temporary stop or yield signs replace signal. Only acceptable on low-volume intersections (<1,000 vpd on minor road). Requires gap acceptance analysis.
Flagger Control
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
πŸ”΄ Most Common Intersection Mistake
Contractor removes a signal mast arm for utility work without providing replacement control. Even briefly operating a signalized intersection under stop signs without a warrant can cause rear-end crashes and liability. RE must require temporary signal or police officer before any signal head is removed.

Protected Left-Turn Lanes – 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 – Phasing Review

πŸ“‹ Example – Intersection Corner Construction
Project reconstructs all four corners of Milwaukee Ave & Devon Ave intersection.
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 – Intersection MOT

  • ☐ Signal visibility not blocked by equipment, staging, or temporary barriers
  • ☐ All signal heads for each approach remain functional or replaced
  • ☐ Pedestrian pushbuttons accessible in each phase
  • ☐ Left-turn movements addressed (permitted, protected, or prohibited with signage)
  • ☐ Bus stop access maintained or relocated (notify CTA)
  • ☐ Temporary signal timing plan submitted if signal adjusted
  • ☐ Emergency vehicle preemption maintained
  • ☐ No conflicting stop bar placement (temporary vs. permanent)
πŸ’‘ RE Tip – Signal Coordination
Always get the name and direct phone number of the signal engineer at CDOT or IDOT before work begins. Signal timing changes can take 2–3 business days to process. Coordinate in advance – don't wait until the day of the closure.
πŸ›£οΈ High-Speed / Freeway & Interstate Work Zone Review

What Makes Freeway Work Zones Different?

High-speed limited-access highways (interstates, tollways, expressways) have unique MOT requirements due to high speeds (55–70 mph), no cross-traffic, long distances, and severe consequences of any error. IDOT and FHWA apply stricter standards than local road work.

πŸ”΄ Fatality Risk – High Speed Work Zones
Work zone fatalities are significantly higher on high-speed roads. Federal regulations (23 CFR 630 Subpart K) require a comprehensive Work Zone Safety Management Plan for significant projects on the NHS (National Highway System).

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) – 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 – Freeway Work Zones

StrategyWhen UsedNotes
R2-1 Speed Limit SignAll work zonesRegulatory, not advisory. Enforcement required.
Dynamic Speed Feedback SignsHigh-speed rural interstateShows driver's current speed – highly effective
PCMS Speed Message1–2 miles in advance"WORK ZONE AHEAD SLOW TO 45"
Rolling RoadblockShort-duration full closuresPolice vehicles slow traffic for bridge beam lifts etc.
Enhanced Law EnforcementHigh-speed, long-durationPolice radar in work zone – IDOT provides upon request
Rumble Strips (Portable)Transition zone approachTemporary 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 – 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 – 90 min minor, 3 hr major
  • PASSAGE (statewide incident management) coordination for all interstates

Rolling Roadblock Procedure

πŸ“‹ Example – Rolling Roadblock for Bridge Beam Placement
I-290 bridge beam placement requires 3-minute full closure of 2 NB lanes.
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 – never leave a stale message from previous night
  • Place PCMS at 1 mile and 2 miles upstream on interstates
🚲 Bicycle & Multimodal Traffic in Work Zones

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 TypeWhen Work Affects ItRE Review Requirement
Protected Bike Lane (PBL)Lane closure, utility work, pavingRequire alternate path or temporary PBL relocation
Conventional Bike LaneAny adjacent workMaintain or provide signed temporary bike route
Shared Lane (Sharrow)Work in travel laneBicyclists merge to open lane – verify width adequate
Off-Street Path / TrailCross-street work, trail crossing closureProvide alternate crossing or signed detour
Contra-Flow Bike LaneAny work in contra-flow directionHighest risk – 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 CodeSign NameUse Case
R3-17bBike RouteDirectional sign on temporary bike route
W11-15Bicycle WarningAdvance warning for motorists of bike crossing
R4-11Bicycles ProhibitedWhen no safe bike path exists in work zone
R9-6No Bicycle Riding in Work ZoneDirect bicyclists to dismount in work zone
M1-8Bike Route EndsEnd of temporary bike route at re-entry point
πŸ’‘ Chicago Specific – CDOT Bike Lane Closures
In Chicago, closing a protected bike lane requires CDOT Bike Lane Closure Permit (separate from lane closure permit). Lead time: 5 business days minimum. CDOT will require a temporary bike route plan as part of the permit application. Always check if the project street has a designated bike route on CDOT's Bike Map.

Problem/Solution – Bicycle in Work Zones

Cones placed across existing bike lane with no alternate route shown
Reject plan. Require either: (a) maintained bike lane with cones on traffic side only, or (b) signed temporary bike route with R3-17b signs from point of closure to re-entry, minimum 4 ft width.
Contractor cones off the Dearborn St PBL for utility work. RE: "Add temporary bicycle route on Clark St (parallel route 1 block west) with R3-17b signs at Dearborn/Grand and Dearborn/Lake directing cyclists. Resubmit."
Construction debris/gravel deposited in open bike lane
Issue immediate field directive. Require daily sweeping of bike lane within and adjacent to work zone. Gravel in bike lanes causes cyclist falls and is a safety-critical non-conformance.
Inspector photographs 2-inch layer of concrete chips in adjacent bike lane. RE issues NCR and requires removal within 2 hours and daily inspection log for bike lane condition.

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
🚦 Temporary Traffic Signals – Design & Review

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

ParameterRequirementNotes
Minimum Green Time7 seconds (pedestrian phase)Per MUTCD Β§4D.06
Pedestrian Walk/Flashing Don't WalkWidth(ft) Γ· 3.5 ft/sec + 7 secCalculate per crossing width
Clearance Interval (Yellow)Min. 3 sec; speed-dependent3+V/10 sec formula (V = mph)
All-Red Clearance1–2 secRequired at high-speed or wide intersections
Cycle Length60–120 sec typicalAdjust 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 – 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
πŸ’‘ Temporary Signal Tip
Always request the signal timing plan from the contractor as part of the MOT submittal. Verify that pedestrian clearance times are correct for the crossing width. A miscalculated pedestrian phase is a common and dangerous deficiency.
πŸ“‹ Example – Signal Head Removal Comment
"MOT Plan Phase 2 shows removal of southbound signal head at Oak/Maple for overhead utility relocation. No temporary signal or alternate control is shown for this approach. Contractor shall either: (a) install a temporary traffic signal head on portable mast arm prior to removing existing head, or (b) provide uniformed police officer to direct traffic during the removal window (not to exceed 2 hours). Submit revised plan."
πŸš› Truck Mounted Attenuators & Crash Cushions

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 LevelImpact SpeedWhere Required
TL-244 mphUrban roads, 35–44 mph posted speed
TL-362 mphAll 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 – 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)
πŸ’‘ TMA Review Checklist
When reviewing the MOT submittal for high-speed work:
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
Contractor proposes cones only for 55 mph road paving operation – no TMA
Reject. Require TMA shadow truck (MASH TL-3) per IDOT Special Provision 701.07 and MUTCD Β§6G. Work cannot begin on 55 mph road without positive worker protection including TMA.
Paving crew on I-55 shows arrow board truck and cones but no TMA in submittal. RE returns with comment: "Provide TMA (MASH TL-3 certified) shadow truck positioned in closed lane between arrow board and work crew. Submit model documentation and add to plan."
πŸ” Work Zone Safety Field Audit

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 TypeAudit 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 – inspector rides in or follows convoy
High-speed (>55 mph) or interstateStart + every shift; IDOT may require hourly log

Field Audit Checklist

βœ… Field Audit Items – Go Through Every Time
β–‘ Signs match approved plan – correct types, sizes, locations
β–‘ All required signs present – none missing or fallen
β–‘ Sign faces clean and retroreflective – no mud/paint coverage
β–‘ Channelizing devices in position – none displaced by traffic
β–‘ Taper starts at correct station
β–‘ Buffer zone clear of workers and equipment
β–‘ Lane widths adequate – 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 – all traffic control devices must be MUTCD-compliant
  • 29 CFR 1926.202: Barricade design standards
  • 29 CFR 1926.201: Signaling – flaggers must be trained
  • OSHA 10/30 Construction certification: verify lead workers have certification
  • OSHA can shut down a work zone independently of RE – coordinate if OSHA inspector arrives
πŸ’‘ RE Field Audit Tip – Photo Documentation
Take a panoramic set of 5–8 photos at every audit: (1) upstream approach; (2) first sign; (3) taper start; (4) work area; (5) downstream; (6) pedestrian path; (7) any deficiency. These photos become your defense if a claim is filed.
🚨 Incident Management & Accident Response in Work Zones

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.

πŸ”΄ Immediate Priority – Life Safety First
1. Call 911 immediately if injury or life threat
2. Ensure work zone is safe – do NOT move injured parties unless in immediate danger
3. Preserve the scene – 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

ContactWhenWhat to Report
911 / PoliceImmediatelyLocation, nature of incident, injuries
Project Manager / RE SupervisorWithin 15 minFull details, actions taken
IDOT District OfficeWithin 1 hourRequired for state routes – incident report form
Contractor SuperintendentImmediatelyStop work if necessary, preserve scene
Insurance / Risk ManagerSame dayPreserve all documentation
Legal Counsel (Owner)If injury/fatalityDo 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 – 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 – do not coach or suggest answers

Common RE Liability Questions

Vehicle strikes a cone that was displaced – motorist claims improper MOT
RE's defense: documented field audits showing MOT was compliant at last inspection. Time-stamped photos, daily diary entries, contractor NCR if cones were previously found displaced. If no documentation exists, exposure is high.
Audit at 8 PM showed all cones in place (documented). Incident at 11 PM. RE diary and photos show compliant setup. Contractor is responsible for maintaining devices through the night. RE documentation protects the owner.
Worker is struck by vehicle in work zone – OSHA investigation triggered
RE immediately documents: was MOT plan in place? Was TMA deployed? Were workers in PPE? Was buffer space maintained? Cooperate with OSHA but do not make admissions. Refer media and public to owner/legal team.

Illinois Work Zone Incident Requirements

  • Work zone fatalities: IDOT must be notified within 2 hours – 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
πŸ“£ Public Information & Community Outreach

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 TypeMinimum NoticeMethod
Lane Closure – Arterial48 hrsCDOT 311, contractor advance signs
Full Road Closure – Local Street72 hrsDoor hangers to adjacent residents/businesses + 311
Full Road Closure – State Route5 business daysIDOT District press release + permit + PCMS
Bridge Closure / Detour2 weeksMedia release + CDOT/IDOT website + PCMS
Bus Route Disruption2 weeksCTA press release + temporary signage + online updates
School/Hospital Route2 weeksDirect letter to institution + coordination meeting
Major Arterial (>30 days)30 daysProject 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 – address and respond within 24 hours

Public Information Tools

311 / Online Notifications
Chicago 311 system, IDOT IDOT.illinois.gov, Google/Apple Maps closure notification.
PCMS Advance Notification
"STREET CLOSED / [DATE] / DETOUR ON [STREET]" – place 1 week before closure.
Door Hanger / Mail Notice
Required for full closures affecting residential streets. Must include RE phone number.
Project Website / Hotline
Required on major projects. Should show phasing schedule, detour maps, and RE contact.
πŸ’‘ Proactive RE Outreach Tip
Before construction begins, walk the project limits and introduce yourself to key stakeholders: fire station captain, school principal, major business owners, alderman's office. A 10-minute introduction prevents 10 hours of complaint management later.
πŸ“‹ Example – Business Complaint During Construction
Restaurant owner on project street calls 311 claiming "nobody told me the driveway would be closed." RE checks records: door hanger delivered 3 weeks prior (photo documented). RE calls owner, explains situation, opens driveway by 10 AM. Logs the interaction. Contractor receives reminder to maintain access per contract.
🌧️ Weather & Visibility Conditions in Work Zones

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 – require min. 48 hrs dry weather forecast before applying
  • Wet pavement in work zones increases braking distance 30–50% – 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 – standing water reduces visibility significantly
  • Milling operations: do not allow milled surface to remain exposed overnight if rain is forecast – 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 – signs blow over creating hazards
  • PCMS: wind can spin sign away from traffic direction – 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) – verify mat temp with IR gun
  • Worker safety: heat index >103Β°F requires additional water/shade/rest breaks per OSHA
πŸ’‘ Chicago Winter Work Zone Tip
For winter paving projects, pre-coordinate with CDOT Streets & Sanitation to put the work zone street on the "no plow" list for the duration of the project. If the plow destroys your temporary markings or knocks over TCB at 3 AM, you'll spend more time cleaning up than paving. Get a direct contact at the plow dispatcher.
πŸ“ RE Documentation & Daily Reporting for MOT

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 – MOT-Specific Entries

Every RE diary entry on days with active lane closures must include:

  • Time MOT was set up – exact time, responsible party
  • MOT condition at start of work – compliant or deficiencies noted
  • Deficiencies found and corrective action – time found, time corrected
  • Visitors / inspectors – names of anyone who visited the work zone
  • Time MOT was removed – exact time, lane reopened
  • Weather conditions – temperature, precipitation, visibility, wind
  • Any incidents or near-misses – detailed description
  • MOT plan revision number on site – verify current approved revision is in use

MOT Submittal Log

ColumnWhat to Track
Submittal No.Sequential number (MOT-001, MOT-002...)
DescriptionPhase name, street location
Date ReceivedFrom contractor
Review Days UsedAgainst contract requirement (usually 5 or 10 days)
Review StatusApproved / Approved w/ Comments / Rejected
Date ReturnedTo contractor
ResubmittalRev 2, Rev 3 dates
Final Approval DateDate RE signed and dated approved plan
Work Start DateFirst 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
πŸ“‹ Sample Daily Diary Entry – MOT
Date: 03/15/2025. Weather: 48Β°F, overcast, no precipitation. Wind: 12 mph.
07:15 AM – 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 – 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 – 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.
πŸ›‘ Non-Compliance, NCR & Stop Work Orders

Three-Tier RE Response to Non-Compliance

Tier 1 – Field Directive (Verbal)
Minor, first-time, easily corrected: displaced cone, fallen sign, worker without vest.
Action: verbal direction to foreman, log in daily diary, confirm corrected.
Tier 2 – Written NCR
Repeated issue, moderate risk, or plan non-conformance.
Action: written NCR form, contractor must respond in writing within 24 hours.
Tier 3 – Stop Work Order
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 – Required Elements

NCR No.: _____    Date: _____    Project: _____
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 24–48 hrs)
RE Signature: _______________
─────────────────────────────
CONTRACTOR RESPONSE:
Action Taken: _______________
Date Corrected: _____
Contractor Signature: _______________
─────────────────────────────
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
πŸ”΄ Stop Work – Legal Authority
RE stop work authority is granted by the construction contract (standard IDOT and city contracts include this authority). However, the RE must document the specific safety justification. Issuing a stop work order without cause can trigger a delay claim. Always be specific about the hazard in writing.

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
πŸ“‹ Example – Stop Work Scenario
Inspector arrives at 10:00 PM to find crew paving shoulder with no arrow board deployed, TMA truck parked off-road, and workers standing in the open travel lane. RE is called. RE issues verbal stop work (documented), then written Stop Work Order citing MUTCD Β§6G, IDOT SP 701.07, and work zone safety plan. Work stopped at 10:15 PM. Resumes 11:30 PM after TMA deployed, arrow board activated, and MOT set up correctly.
πŸ›οΈ IDOT & Illinois-Specific MOT Requirements

IDOT Standard Specifications – Section 701

IDOT Section 701 (Maintenance and Protection of Traffic) governs all MOT requirements on IDOT contracts. Key subsections:

SubsectionTopicKey Requirements
701.01DescriptionContractor responsible for all MOT per MUTCD and contract
701.02General RequirementsMOT plan submittal, PE stamp when required, lead time
701.03Traffic Control DevicesAll devices must be MUTCD-compliant, retroreflective, maintained
701.04FlaggersATSSA-certified flaggers required; not project employees doubling as flaggers
701.05Pavement MarkingsTemporary markings required; conflicting markings obliterated
701.06Measurement & PaymentMOT lump sum or unit price; includes all devices, flaggers, signing
701.07Special ProvisionsProject-specific requirements supplement 701 – always read SPs carefully

IDOT Bureau of Design & Environment (BDE) Requirements

  • BDE Manual Chapter 55: Work Zone Safety – 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)

DrawingApplication
STA-1Lane closure on 2-lane highway (one direction)
STA-2Lane closure on multi-lane divided highway
STA-3Shoulder work on rural highway
STA-20One-lane two-way with flaggers
STA-22Full road closure with detour
INT-1Intersection – one approach closed
INT-2Intersection – quadrant closure
πŸ’‘ IDOT District 1 (Chicago Area) Tip
IDOT District 1 (Chicago metro) has additional restrictions beyond statewide requirements: no closures during Bears home games on I-90/94 corridor, no closures during Chicago Marathon on affected routes (October), and special nighttime-only windows on I-290, I-55, and I-94. Always check the current IDOT D1 closure calendar before submitting a lane closure permit.
πŸŒ‰ Bridge & Structure Work Zones

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 – 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
πŸ”΄ Bridge Load During Construction – Critical
Never allow a contractor to use the partially constructed or patched bridge deck as a haul road without structural engineer confirmation. Bridge collapses have occurred when construction loads were applied to partially removed deck sections. The RE must get written confirmation from the structural engineer before any heavy equipment crosses.

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 – require debris nets

Bridge Work Zone Review Checklist

  • ☐ Vertical clearance maintained or posted restriction sign provided
  • ☐ Temporary railings/barriers on open deck edges
  • ☐ Bridge scuppers and drains not blocked
  • ☐ Expansion joints covered in travel path
  • ☐ Structural load restriction communicated to contractor and enforced
  • ☐ Railroad or waterway coordination completed if applicable
  • ☐ Debris net below if workers overhead active traffic or railroad
  • ☐ Crane pick plan approved separately for lifts over active traffic
πŸ”§ Utility Coordination & JULIE/OUC in Work Zones

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 – 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 ConflictMOT ImpactRE Action
Unmarked utility discovered in excavationMay require immediate lane expansion or closureJULIE re-notify; verify emergency utility owner response
Utility adjustment delays a phasePhase durations change, traffic control extendedUpdate MOT plan and notify permit holder
High-voltage cable above work zoneEquipment height restriction; no cranes over cableRequire electric company to de-energize or re-route
Gas main in trench adjacent to lanePossible shut-down if damaged; gas sensor requiredRequire contractor to have gas monitors in trench area
Fiber optic alongside road edgeTaper cones cannot be anchored near fiber without protectionVerify 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 – must document results
  • Pothole records: utility type, depth, size, material, location – 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
πŸ’‘ Utility & MOT Integration Tip
Before approving any MOT plan that includes excavation, overlay the utility as-built drawings (or JULIE mark-up) on the MOT plan. A utility that runs parallel to the road within 5 ft of a cone line can create serious problems. Anticipate this before it becomes a field emergency at 2 AM.
πŸ“‹ Example – Utility Surprise in Work Zone
Phase 3 plan shows lane closure for water main installation. During excavation, contractor discovers an unmarked 6-inch gas main 18 inches below grade directly in the trench path. Field situation: work stops immediately. RE actions: (1) JULIE re-notified; (2) Gas company (Peoples Energy) called to field-locate; (3) MOT maintained while crew stands by; (4) MOT plan amended to show new utility location; (5) Daily diary documents timeline. Phase duration extended 3 days – RE coordinates with contractor on schedule impact.

Emergency Utility Repair – 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
πŸ—‚οΈ Section 29 β€” How to Build a Utility Matrix (Step-by-Step)
πŸ’‘ What Is a Utility Matrix?
A Utility Matrix is a master tracking table that lists every single utility inside your project limits β€” who owns it, where it is, whether it conflicts with construction, what needs to happen to it, and whether it's been resolved. Think of it as your project's utility "scoreboard." You build it once, then update it every week until every row is marked Cleared.

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
πŸ”΄ Most Common RE Mistake
Building the matrix once at pre-construction and never updating it. A utility listed as "Pending" for 3 months β€” and nobody followed up β€” is how a crew hits a gas main at 10 PM. Review the matrix at every weekly progress meeting.
1
Collect Your Source Documents Before You Build Anything
β–Ό

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.
πŸ’‘ Tip β€” Missing Documents
If you can't find the OUC conflict report, call the design engineer directly and ask for their utility coordination file. This is often a thick folder they keep and rarely transmit to the RE. It contains years of correspondence with utility owners that will save you weeks of re-work.
πŸ“‹ Example β€” Chicago Street Reconstruction Project
Project: 47th Street reconstruction from Kedzie to Pulaski, Chicago.
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.
2
Create Your Matrix β€” Set Up These Exact Columns
β–Ό

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 NameWhat to EnterExample
1Utility IDSequential ID you assignU-001, U-002…
2Utility OwnerCompany nameComEd, Nicor Gas, AT&T, CDOT DWM
3Owner Contact NameField rep or project manager nameJohn Rivera – ComEd ROW
4Owner Contact PhoneDirect cell/office (not 800 number)312-555-0147
5Utility TypeWhat kind of utilityElectric / Gas / Water / Sewer / Telecom / Fiber / Storm / Traffic Signal
6Size / CapacityPipe diameter, wire voltage, pressure8" DI water main; 12.5 kV electric; 4" gas at 15 psi
7LocationStreet, station range, side of roadNorth side of 47th St, Sta. 10+00 to Sta. 22+50
8Depth (as-built)From design drawings or as-builts4.5 ft below grade (per as-built)
9Depth (confirmed)From pothole β€” fill in after field verification3.8 ft (potholed 03/15/25)
10Conflict with Project?Yes / No / UnknownYes β€” crosses trench at Sta. 14+30
11Conflict DescriptionDescribe exactly what the conflict is6" gas main crosses proposed curb trench at 90Β° angle at Sta. 14+30
12Priority / RiskπŸ”΄ High / 🟑 Medium / 🟒 LowπŸ”΄ High β€” must be lowered before excavation
13Resolution MethodHow the conflict is resolvedRelocate / Adjust Depth / Protect-in-Place / No Action Needed
14Responsible PartyWho does the workUtility Owner / Contractor / Joint
15Reimbursable?Who pays (from contract / utility agreement)Yes – owner reimbursed by project / No – utility owner's cost
16JULIE Ticket #The 811 ticket number for this utilityIL-2025-03-12345
17JULIE Ticket Expiry25 days from start date β€” flag when expiringExpires 04/06/2025
18Pothole Required?Yes / No / DoneYes β€” depth unknown from as-builts
19Pothole DateWhen pothole was performed03/15/2025
20Utility Agreement #Agreement or permit reference numberComEd Agreement #2024-CDT-0471
21Planned Action DateWhen the relocation/adjustment is scheduled to be done04/01/2025 (per ComEd letter dated 02/15/25)
22Actual Completion DateDate work was verified complete in the field04/08/2025 (RE verified, see diary entry)
23MOT Phase AffectedWhich MOT phase covers this utility workPhase 2A β€” requires separate MOT for Nicor crew
24StatusCurrent state of this utility item🟑 Pending / πŸ”΅ In Progress / βœ… Cleared / βšͺ N/A
25RE NotesAny field observations, delays, calls madeCalled Nicor 03/20 β€” crew delayed 1 week. Notified PM. Entry in diary 03/20.
πŸ’‘ Tip β€” Don't Skip "No Conflict" Rows
Every utility gets a row β€” even utilities with no conflict. In a legal dispute, a utility owner may claim their facility was never evaluated. A complete matrix with every utility listed β€” even those marked "No Action Needed" β€” proves you did a thorough review of all facilities.
3
Walk the Project and Populate Every Row
β–Ό

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
πŸ“‹ Example β€” Utilities Found During Field Walk
Walking 47th St with plans, RE finds:
βœ… ComEd duct bank β€” on plans (U-001, confirm from plan sheet)
βœ… Nicor 4" gas main β€” on plans (U-002)
βœ… AT&T telecom β€” on plans (U-003)
βœ… CDOT 8" water main β€” on plans (U-004)
πŸ†• XFINITY CATV marker at Sta. 16+80 β€” NOT on plans (U-005, add new row, unknown depth)
πŸ†• Traffic signal conduit on north side Sta. 10+00–14+00 β€” NOT on plans (U-006, call CDOT Traffic Signals)
Total matrix rows so far: 6. JULIE will likely add 1–2 more when marks go on the pavement.
4
Assign a Conflict Level to Every Utility
β–Ό

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:

πŸ”΄ HIGH β€” Must Resolve Before Construction Can Begin in This Area
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
🟑 MEDIUM β€” May Conflict; Needs Pothole Verification First
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
🟒 LOW β€” No Conflict; Monitor Only
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
πŸ’‘ When in Doubt β€” Upgrade to 🟑 Medium
If you're unsure whether a utility is truly Low or might be Medium, mark it Medium and pothole it. The cost of one pothole is a few hundred dollars. The cost of hitting a gas main and shutting down a block for two days plus repairs is $50,000+. The risk-benefit math is obvious.
πŸ“‹ Example β€” Assigning Conflict Levels on 47th St
U-001 ComEd duct bank: Shown at 3.2 ft, trench is 3.0 ft β†’ 🟑 Medium (needs pothole)
U-002 Nicor 4" gas main: Shown crossing trench at Sta. 14+30 β†’ πŸ”΄ High (must relocate)
U-003 AT&T telecom: Parallel to road, 6 ft offset from curb, trench is at curb β†’ 🟒 Low
U-004 CDOT 8" water main: At 6 ft depth, trench only goes to 3 ft β†’ 🟒 Low
U-005 XFINITY CATV: Unknown depth, unknown location beyond JULIE mark β†’ 🟑 Medium (pothole needed)
U-006 Traffic signal conduit: Shallow (18"–24"), in proposed sidewalk work area β†’ πŸ”΄ High (protect-in-place or adjust)
5
Determine Resolution Method for Each Conflict
β–Ό

For every utility marked πŸ”΄ High or 🟑 Medium, you must decide: what is the plan to resolve it? There are four standard resolution methods:

MethodWhat It MeansWhen to UseWho 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
πŸ“‹ Example β€” Choosing Resolution Methods
U-001 ComEd duct bank (🟑 Medium after pothole): Pothole showed duct bank at 3.6 ft, trench only goes to 2.8 ft β†’ No Action Needed β€” close out row.

U-002 Nicor 4" gas main (πŸ”΄ 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 (🟑 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 (πŸ”΄ 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.
6
Set Dates, Assign Responsible Parties & Establish Deadlines
β–Ό

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

  1. Call the utility owner contact directly (not the 800 number β€” the direct field rep from your pre-con sign-in sheet)
  2. 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?"
  3. 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"
  4. Enter the committed date in the Planned Action Date column
  5. 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
πŸ’‘ The Buffer Rule
Always plan for utility work to be completed at least one week before the contractor needs that area. Utility crews run late, have emergencies on other jobs, and encounter their own underground surprises. A one-week buffer between "utility complete" and "contractor begins" has saved countless projects from delays.
πŸ“‹ Example β€” Documenting a Commitment
RE Notes for U-002 (Nicor gas main relocation):
"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."
7
Link Utilities to the MOT Plan & CPM Schedule
β–Ό

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 πŸ”΄ 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 πŸ”΄ 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
πŸ”΄ Never Let Contractor "Work Around" an Unresolved Conflict
If the gas main at Sta. 14+30 is not yet relocated and the contractor says "we'll skip that section for now and come back," do NOT allow excavation within 5 feet of the mapped utility location. This is how pipes get hit. Hold the contractor to the predecessor constraint.
8
Update the Matrix Weekly β€” At Every Progress Meeting
β–Ό

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)

  1. Pull up the matrix at the start of the weekly progress meeting
  2. Go through every πŸ”΄ High and 🟑 Medium row that is not yet Cleared
  3. Ask the contractor: "Has anything changed with the utility situation at [station]?"
  4. Call any utility owner who has a commitment date within the next 2 weeks to confirm they are on schedule
  5. Update dates, add notes, change statuses as items are resolved
  6. 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 βœ… Cleared
πŸ’‘ Verification Before Clearing
Never mark a utility βœ… Cleared based on a phone call from the utility owner saying "we're done." Walk to the field, verify the relocation or adjustment with your own eyes, measure the clearance from your proposed excavation, and enter the date you verified it in the Actual Completion Date column with your initials. That is the only way to close a row.
9
Handle Unexpected Utilities Found During Construction
β–Ό

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:

  1. Stop excavation immediately in the immediate area β€” hand-dig around the utility to expose it safely (minimum 18 inches clearance either side)
  2. Identify the utility β€” call the utility owner (use your matrix contact list) to come to the field and identify their facility
  3. Add a new row to the matrix β€” U-XXX, new entry, record all known information (type, location, depth as found, station)
  4. 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.
  5. Document in your daily diary β€” time discovered, crew who found it, exact location, dimensions, what actions were taken
  6. Assess the conflict β€” assign priority and resolution method as you would for any other entry
  7. Do not allow resumption of excavation in that area until the conflict is resolved (either pothole confirms safe clearance, or utility is relocated/protected)
  8. Assess schedule impact β€” if this is a critical-path item, notify the PM immediately in writing
  9. Assess cost impact β€” if the contractor had to stop work and extra work is required, document for potential change order
πŸ”΄ OSHA Requirements for Excavation Near Utilities
29 CFR 1926.651(b): Contractor must determine the exact location of underground installations before excavating. Failure to do so is an OSHA violation β€” and if a worker is hurt by hitting an unknown utility, OSHA will investigate the locate records. Your matrix and JULIE ticket documentation are your evidence of due diligence.
πŸ“‹ Real Scenario β€” Fiber Optic Cable Found at 18 Inches
Excavation crew at Sta. 18+40 hits a fiber optic cable at 18" depth while using a mini-excavator. JULIE marks showed no fiber at this location.
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 πŸ”΅ In Progress. RE diary entry complete with photos and timeline.
10
Close Out the Matrix at End of Project
β–Ό

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 βœ… Cleared or βšͺ N/A β€” no row should remain 🟑 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
βœ… Final Matrix Close-Out Checklist
β–‘ All rows have status = Cleared or N/A
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

πŸ“Š 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.

IDOwnerTypeSizeLocation Depth (Plan)Depth (Actual)Conflict? PriorityResolutionParty Planned DateActual DateStatus
U-001ComEdElectric Duct Bank4-way 4" PVC N side, Sta.10+00–22+503.2 ft3.6 ft (potholed 03/15) No β€” deeper than trench🟒 LowNo Action ComEdβ€”03/15/25βœ… Cleared
U-002Nicor GasGas Main4" Steel Crosses trench, Sta.14+303.0 ft3.1 ft (potholed 03/16) Yes β€” trench at 3.0 ftπŸ”΄ HighRelocate (lower to 5.0 ft) Nicor04/07/2504/10/25βœ… Cleared
U-003AT&TTelecom4-way 4" HDPE S side, parallel, Sta.10+00–22+504.0 ftβ€” No β€” outside work limits🟒 LowNo Action N/Aβ€”β€”βœ… Cleared
U-004CDOT DWMWater Main8" DI CL of road, Sta.10+00–22+506.5 ftβ€” No β€” trench only 3 ft deep🟒 LowNo Action N/Aβ€”β€”βœ… Cleared
U-005XfinityCATV Coax0.75" coax N side sidewalk, Sta.16+80Unknown1.5 ft (potholed 03/18) Yes β€” in new curb excavation🟑 MedProtect-in-Place (steel plate) Contractor03/28/2503/27/25βœ… Cleared
U-006CDOT Traffic Sig.Signal Conduit2" PVC N side, Sta.10+00–14+0018–24 in20 in (potholed 03/19) Yes β€” in new curb/sidewalk zoneπŸ”΄ HighAdjust depth (lower to 36") CDOT Signals04/01/2504/03/25βœ… Cleared
U-007AT&TFiber Optic1.5" HDPE N side, Sta.18+30–18+60Not on plans18 in (found during exc. 04/10) Yes β€” found during excavationπŸ”΄ HighProtect-in-Place (steel plate + foam) AT&T + Contractor04/10/2504/10/25 (same day)βœ… Cleared

πŸ”‘ Key Rules β€” Always Remember These

JULIE Rules
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
Documentation Rules
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
Schedule Rules
β€’ πŸ”΄ 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 πŸ”΄ High
Safety Rules
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
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Quick Reference Card

Taper Formulas
<45 mph: L = W Γ— SΒ² / 60
β‰₯45 mph: L = W Γ— S
Shoulder = Merge Γ· 3
Departure = Merge Γ· 2
Min Lane Widths
Residential: 10 ft
Arterial: 11 ft
State/Federal: 12 ft
Ped path: 4 ft (5 ft pref)
Advance Warning Distances
25 mph = 100 ft
35 mph = 350 ft
45 mph = 500 ft
55 mph = 1000 ft
65 mph = 1500 ft
Emergency Requirements
Min. access width: 20 ft
Hydrant block max: 4 hrs
Night PPE: Class 3 vest
Lighting: 2 fc minimum