🌉 Resident Engineer — Bascule Bridge Rehabilitation (CM Role)

• Establish field office — power, internet, printer, plan storage, filing system
• Post required documents: permits, EEO posters, safety plan, emergency contacts
• Confirm contractor's superintendent is on site and has contract authority
• Verify insurance certificates — current, correct additional insureds
• Confirm performance and payment bonds are in place
• Create your submittal log, RFI log, issues log — these start today
• Take site photos — this is your Day 1 baseline even if contractor hasn't done anything yet
• Introduce yourself to bridge operators and river authority contacts

Host this meeting as the RE. You set the professional tone for the entire project here. Be organized, thorough, and firm but fair.

Long-Lead Submittals — Flag These Immediately (Week 1–3)

📓 Field Diary — Your Most Important Document

Keep your own daily field diary — separate from the contractor's daily report. Include:

• Weather (temp AM/PM, wind, precip)
• Contractor crew count and equipment on site
• Work areas active today and work completed
• Any verbal conversations worth noting (follow up in email)
• Inspections performed and results
• Any conditions that deviate from the plans
• Visitors to the site (inspectors, owner reps, subcontractors)

🔧 Structural Steel Work

⚙️ Trunnion Bearing Replacement — THE Most Critical Operation

• Confirm temporary support system has PE stamp before work begins
• Measure existing trunnion shaft diameter yourself — before the bearing arrives
• Witness shimming and alignment — document all measurements in writing
• Verify all machined clearances after assembly
• Do NOT allow drive reconnection until EOR alignment sign-off
• Do NOT operate the bridge until EOR reviews all measurements

🏗️ Concrete Work

⚡ Mechanical / Electrical Inspection

📣 Write Everything — Always

📋 Proactive Habits Table

Elements of a Good RFI Response

• Direct answer — don't say "see the plans." Give a specific direction
• Spec/Drawing reference — cite the controlling document
• Cost/schedule assessment — explicitly state if there is or isn't an impact
• EOR review stamp — confirm EOR reviewed before sending
• Clear action for contractor — what exactly should they do?

🔴 RFIs That Are Potential Change Orders — Flag These Immediately

What to Look For in Each Schedule Update

• Verify quantities independently — don't just sign what contractor submits
• Only pay for work you have personally inspected and accepted
• Stored materials: require delivery tickets, off-site storage agreement, insurance
• Retainage: confirm it's being withheld at the correct percentage per contract
• Confirm no work is billed on unapproved submittals
• If a CR (Change Request) is pending, do not pay for it in the base pay app unless authorized
• Document your quantity measurements — attach to your copy of the pay app

🚫 Administrative Pitfalls — Never Do These

• NEVER tell a contractor to proceed with extra work verbally without a written NTP
• NEVER approve a pay estimate for work you haven't personally inspected
• NEVER sign a daily report including quantities you haven't verified
• NEVER let the contractor skip a required test (weld, concrete, torque) due to schedule pressure
• NEVER assume the EOR's design is correct — you are the owner's eyes on the ground
• NEVER give a verbal instruction without an email follow-up the same day
• NEVER allow a nonconforming condition to be covered up without EOR disposition

Walk the bridge with the contractor AND the EOR together. Categorize every item before the punch list is issued.

• Full bridge operation cycle test — minimum 10 complete open/close cycles, witnessed by RE and EOR. Document all cycle times.
• Limit switch verification — confirm all limit positions (full open, traffic locks engaged, span locks engaged) at correct geometry
• Emergency stop function test — verify E-stop halts leaf within spec distance at operating speed
• Manual (backup) operation test — operate through full cycle without utility power; confirm manual override functions
• Span lock engagement test — verify engagement/disengagement force, timing, and positive locking under live load
• Traffic signal and barrier gate timing test — verify sequence matches signal timing plan and contract spec
• Navigation light function test — all lights operational per USCG requirements
• Load test (if required by spec) — apply design live load and verify deflections within tolerance
• Alignment verification — re-measure all trunnion and drive train alignments after initial operation cycles (seating may cause slight shifts)
• USCG final inspection — arrange and witness; obtain formal clearance letter before recording substantial completion

A great RE closes the project and documents lessons for the next one. Hold a formal Lessons Learned meeting within 30 days of closeout. Invite: RE, PM, EOR, contractor superintendent.

The moment your company is awarded the CM contract, the RE's clock starts. You are the owner's field representative from this moment forward — not from when the contractor mobilizes.

Immediate Actions (First 5 Days After Award)

• Read the entire contract package — contract documents, special provisions, standard specs, plans, all addenda. Know what you are administering before you administer it.
• Identify key contract dates — NTP date, milestone dates, substantial completion date, final completion date, liquidated damages per day. Write these on your wall calendar immediately.
• Understand the contract delivery method — Design-Bid-Build? Design-Build? CM at Risk? Each has different RE authority and responsibility.
• Locate all permit requirements — USCG bridge permit, IDOT construction permit, floodplain permit, NPDES/SWPPP. Confirm each is in hand or identify who is responsible to obtain it.
• Review the engineer's estimate — understand the bid quantities, pay items, and unit prices. Know what the project costs before construction starts.
• Map the project stakeholders — Owner rep, Design EOR, Structural EOR, Mechanical EOR, IDOT, City, USCG, Bridge Operator, Adjacent Property Owners, Utilities.
• Schedule the pre-construction conference — typically held within 14–21 days of NTP. Prepare the agenda now.
• Establish your field office — location (on-site trailer vs. nearby office), equipment, IT setup, filing system, plan storage.
• Set up all project management logs — Submittal Log, RFI Log, Issues Log, NCR Log, Pay Item Quantity Log, Change Order Log. All start on Day 1.
• Begin constructability review immediately — the earlier you find design conflicts, the less expensive they are to resolve.

Contractor Review and Compliance

• Review contractor's baseline CPM schedule — typically required within 30 days of NTP. Review for logic, durations, critical path, long-lead items. If it's a bar chart — reject it and require a proper CPM.
• Verify contractor insurance certificates — compare named insured, limits (GL, Auto, Workers Comp, Umbrella), additional insured endorsement, and project-specific language.
• Verify performance and payment bonds — confirm bond amount equals contract value, surety is on Treasury Circular 570, obligee is the owner.
• Review contractor's HASP — must be project-specific. Check: emergency contacts with local hospitals, fall protection plan for machinery pit, PPE requirements, chemical handling.
• Review contractor's SWPPP — stormwater pollution prevention plan. Must address erosion from approach work and spill response for over-water operations.
• Verify subcontractor list and insurance/qualifications — specialty subs (electrical, mechanical, lead paint abatement) must be licensed for their trade.
• Confirm all permits are in hand — USCG bridge modification permit, lane closure permits, floodplain permit, waterway work permit. Never allow work to begin without the permit covering it.
• Issue the submittal schedule letter — list every required submittal, its spec section reference, and the RE's requested submission date. This letter prevents more submittal disputes than any other single action.

Your Internal Preparation

• Complete constructability review — log every finding with drawing reference. Send as a formal memo to the EOR requesting written resolution before construction reaches that element.
• Pre-walk the site with photos — full photographic baseline before contractor touches anything. Date/timestamp/GPS every photo.
• Establish Inspection Test Plan (ITP) — document every hold point, witness point, and mandatory test. Bascule bridge ITPs include: concrete pours (hold), structural welds (witness), trunnion installation (hold), limit switch commissioning (hold), operational test (hold).
• Assign inspector coverage — define who covers what. No hold-point work occurs without a qualified inspector present.
• Establish communication protocol with bridge operator agency — schedule monthly coordination calls. Identify who authorizes emergency bridge operation requests.

Core RE Responsibilities During Active Construction

• Inspect all work in progress — be physically present for every hold point. The contractor's own QC inspector does not substitute for the owner's RE oversight.
• Maintain independent daily field diary — your diary is a legal document. Write it as if a judge will read it someday (they might).
• Review and accept or reject contractor daily reports — never sign a daily report you haven't verified. Your signature certifies you agree with its contents.
• Track pay quantities independently — measure and record your own quantities for every pay item. Do not rely on the contractor's numbers.
• Manage the submittal flow — nothing gets installed without an approved submittal for that item.
• Manage the RFI flow — receive, log, evaluate, route to EOR, draft response, return within target time.
• Issue Nonconformance Reports (NCRs) — whenever contractor installs work that doesn't conform, issue a written NCR immediately. Track all dispositions.
• Manage change events — every potential change in cost or schedule gets documented same day as a PCO. Notify PM immediately.
• Monitor contractor safety — you can stop work for imminent danger. Document safety observations daily.
• Maintain positive professional relationship with contractor — firm, fair, consistent. Adversarial relationships produce claims; professional relationships produce good projects.

• Issue punch list only when work is substantially complete — a punch list is for minor remaining items, not major scope. Don't issue it prematurely to relieve pressure.
• Conduct operational testing and commissioning — do not certify substantial completion without a full operational test sequence.
• Review and accept as-built drawings — spot-check key dimensions in the field. Reject as-builts that simply copy the original plans without field markup.
• Review and accept O&M manuals — verify the manual matches the installed equipment model and serial number.
• Collect all warranty documents — document start dates, terms, and warranty contact information. Give the owner a clear warranty register.
• Reconcile all change orders — final CO reconciliation must be complete before the final pay estimate. No outstanding unresolved PCOs.
• Collect lien waivers from all subcontractors and suppliers — unconditional lien waivers on final payment.
• Prepare final pay estimate — verify final quantities, reconcile with contract, apply all approved COs, confirm retainage math.
• Issue final completion certificate — only after every punch list item is closed, all documentation is received, all warranties are in hand, and all liens are released.
• Prepare project closeout report — original contract vs. final contract, schedule performance, CO summary, lessons learned. This is your professional legacy on this project.

Your daily field diary is your most valuable personal document. It is your professional record — signed, dated, written in ink. It is not the same as the contractor's daily report.

Required Content — Every Entry

• Date, Day of Week, Weather — temperature AM/PM, wind, precipitation, visibility. Example: "Tuesday Apr 1, 2026. Clear, 48°F AM / 61°F PM. Wind NW 12 mph."
• Contractor Crew Count — number by trade/area. "8 carpenters, 4 ironworkers, 2 operators. Electrical sub: 3. No abatement sub on site today."
• Equipment on Site — list all major equipment and location. "45-ton crane at NW abutment. Concrete pump at deck staging area."
• Work Performed — Location, Description, Quantities — specific, not generic. "Deck pour, Span 2, Grid E to Grid H, SB lane. 38 CY placed. Pour start 7:14 AM, complete 10:22 AM."
• Inspections Performed and Results — "Pre-pour inspection, Span 2 deck. Rebar verified per Sheet S-14. Cover depth 2.5" (spec min 2.5"). Approved for pour at 7:10 AM."
• Tests Performed — "3 slump tests: 3.5", 4.0", 3.75" (spec max 5.0"). 3 air tests: 5.2%, 5.5%, 5.1% (spec 4.5–7.5%). 6 cylinders cast. Ticket #s 4421–4428."
• Materials Received — "Delivery of expansion joint assemblies from Lehigh Structural, PO #4421. 6 units, per approved submittal #22-S-14. Verified count and tag numbers."
• Issues, Observations, Concerns — "Contractor using vibrator at incorrect frequency. Verbal correction given to foreman. Follow-up email sent at 4:45 PM."
• Conversations Worth Noting — "Superintendent mentioned possible trunnion delivery delay at 2 PM. Advised him to confirm in writing."
• Visitors to the Site — "Owner's rep John Williams visited 10:00–10:45 AM. No issues raised."
• Work NOT Performed (and why) — "No work in Machinery Pit — cofferdam pump failure overnight."
• Your signature and title at the bottom of every entry.

The IDR is prepared by each field inspector. The RE reviews and signs off on each IDR daily. The IDR is the primary source for quantity tracking and pay items.

IDR Required Sections

• Project Name, Number, Contract Number — on every page, every day.
• Date, Inspector Name, Certification Number — ACI, AWS, IDOT Level 1/2 as applicable.
• Weather (start, mid, end of shift) — critical for concrete curing disputes, delay claims, safety records.
• Work Area / Station Reference — exact location. Not "bridge deck." Use: "Deck pour, Span 2, Sta 12+45 to Sta 14+80, NB lane, Sheet S-12."
• Contractor Activities Observed — bullet list with start and end times for major activities.
• Inspection Results — what was inspected, which spec/drawing used, what was found, accepted or rejected. "Rebar spacing verified at 6" o/c per Sheet S-12, Detail 3. 2.5" cover verified. Pre-pour inspection APPROVED at 7:10 AM."
• Material Testing Log — date, time, location, test type, number, result, spec limit, pass/fail. Every test on the IDR for that day.
• Quantity Calculations — inspector measures and calculates pay item quantities. Include: pay item number, description, unit, quantity today, running total, and your measurement calculations — not just the final number.
• Nonconformance Observations — any item not meeting spec, regardless of whether a formal NCR is issued.
• Contractor Daily Report Verification — compare contractor's claimed quantities to inspector's measurements. Note discrepancies.
• Photo Log Reference — list photo file names and what each shows.
• Inspector signature and date.

Types of Pay Items and How to Measure Each

Pay Item Quantity Tracking Rules

• Maintain a running pay item quantity ledger — contract qty, paid to date, this period, balance remaining. Update after every pay estimate.
• Flag at 75% of contract quantity — if more work remains, you need a contract mod before the quantity runs out.
• Flag at 110% of contract quantity — overrun. Many contracts require owner approval before overruns are paid.
• Paid vs. Installed check — never pay for more than what is installed AND accepted.

What to Check on Every Contractor Daily Report

• Date and weather match your records — if contractor shows "clear, 70°F" and your diary shows "rain, 52°F," resolve before signing.
• Crew counts are reasonable — compare to what you counted. If contractor claims 24 and you counted 14, question it.
• Equipment listed matches what was on site — you'll need this for delay analysis. If a crane wasn't on site, it shouldn't be on the report.
• Work descriptions match what you inspected — vague descriptions ("general bridge work") are not acceptable. Require specific work area and activity.
• Quantities claimed match your independent measurements — if different, note the discrepancy in writing before signing: "Signed with the notation that RE's independently measured quantity for Pay Item 4200 is 38 CY, not 45 CY as stated."
• Watch for statements that create liability — contractors sometimes write "All work proceeding per plans and specs with RE's approval." Never let that go unchallenged if inaccurate.
• Verify claimed delay events — if contractor notes a weather delay, verify against your weather record.

Monthly Checklist

• Review and accept/reject contractor's monthly schedule update with narrative
• Prepare or review the monthly pay estimate
• Reconcile all pay item quantities — running total vs. contract quantity
• Prepare change order status summary — approved, pending, disputed
• Review open RFIs older than 14 days — escalate stalled ones
• Review all open NCRs — are they on track to resolution?
• Coordinate with bridge operator agency re: next month's planned closures
• Verify all required certifications are still current (inspectors, welders, abatement)
• Monthly site safety review — incidents, OSHA recordables, near-misses
• EEO compliance check — contractor's workforce data for DBE/MBE participation
• Environmental compliance check — SWPPP current? Any spill events? BMPs functioning?
• Prepare monthly progress report for owner (narrative, photos, schedule, financials)
• Update project risk register — any new risks? Any old risks resolved?

Step-by-Step Pay Estimate Preparation

• Establish the pay period cutoff date — per contract. All work completed and accepted through this date is eligible. Work after cutoff goes to next month.
• Compile all IDR quantity entries for the period — use your inspector-verified quantities as the baseline, not the contractor's submission.
• Request contractor's pay application — compare line by line to your independent quantities.
• Reconcile discrepancies — any item with more than 2% difference must be resolved before processing. Request contractor's backup; re-measure jointly if needed.
• Verify no payment for unaccepted work — any work under an open NCR, uninspected work, or work with a failed test → do not pay. Mark as zero or deferred.
• Handle stored materials separately — require: delivery tickets, off-site storage agreement, insurance, physical evidence materials are tagged for this project.
• Apply change orders — include only fully executed (signed by all parties) COs. Pending PCOs are NOT included unless the contract has a specific provision.
• Calculate retainage deduction — per contract (typically 5–10%). Verify the math.
• Apply any backcharges or deductions — LDs if applicable, authorized deductions. Must be authorized in writing before applying.
• Calculate net payment due — gross this period minus retainage minus backcharges.
• RE certification — sign only when the statement is true: "I hereby certify that the work described herein has been performed and the materials incorporated are in conformance with the contract documents, and the quantities shown are correct."
• Submit to PM for review — allow at least 2 business days before forwarding to owner.

• Compare to last month's update — print both side by side. Every change in logic, duration, or sequence must be explained in the narrative.
• Check the critical path — has it shifted? Activities newly critical without explanation may indicate schedule manipulation.
• Verify total float values — if float increased without an approved TE, the contractor may be adding artificial float. Not acceptable.
• Check all as-built activities — activities shown as complete must match your field diary and IDR records.
• Verify the data date is correct — a data date manipulated backward or forward distorts the analysis.
• Request the narrative report — written explanation of all changes, current critical path, any new delays or recovery measures.
• Accept, accept with comments, or reject in writing — reject if grossly inaccurate or manipulated, with specific written reasons.

Before You Leave the Site — Confirm Tomorrow

• Confirm tomorrow's work plan with superintendent — what activities, which areas, what crew size, what equipment. Get it in writing for critical operations.
• Identify all Hold Points for tomorrow's work — who witnesses each? If multiple simultaneous hold points, do you have inspector coverage for all?
• Verify all required submittals are approved — if a submittal for tomorrow's work is not approved, that work cannot proceed. Notify the superintendent tonight, not at 6:45 AM when the crew is standing by.
• Confirm testing firm notification — pour tomorrow? Testing firm notified (typically 24 hours required)? Weld inspection? AWS inspector scheduled?
• Check weather forecast — wind speed (crane picks), rain (concrete curing), temperature (cold weather concrete below 40°F). Notify superintendent now if weather will affect work.
• Confirm material deliveries — call the supplier if a delivery is critical. A pour at 7 AM with concrete delivery at 6:45 AM has zero margin for a late truck.
• Review open RFIs affecting tomorrow's work — if the answer to an open RFI would change how tomorrow's work is done, escalate to EOR for urgent response tonight.
• Set up your inspection equipment — cover meter, slump cone, measuring tape, torque wrench, camera, IDR forms. Ready before 6 AM, not during the pour.
• Check traffic control requirements — is tomorrow's work in the roadway? TCP approved? Signs, drums, flaggers arranged?
• Brief your inspectors — tell them work areas, inspection requirements, hold points, and their specific responsibilities. Don't assume they read tomorrow's plan themselves.

Building the 3-Week Look-Ahead

• Pull the next 3 weeks of activities from the contractor's CPM — every activity scheduled to start or continue in the next 21 days, by location and discipline.
• For each activity, identify what must be ready — approved submittal? Inspection/test? Permit? Material delivery? Utility clearance? Specialty inspector?
• For each "must be ready" item, check current status — anything not on track gets flagged NOW — not when the activity starts.
• Distribute to contractor, PM, and EOR — if you publish it and distribute it, no one can claim they didn't know what was coming.
• Update every Monday morning — roll forward one week. Archive the previous week's look-ahead as a record.

• Identify the critical milestone 4–6 weeks out — work backward from that date. What must happen for that milestone to be met? Is every predecessor activity on track?
• Verify all long-lead materials are on schedule — call fabricators directly once a month. Manufacturers give optimistic estimates; verify actual shop progress.
• Identify permit renewals or expirations — NPDES, USCG, lane closure permits. A lapsed permit stops work.
• Review upcoming regulatory requirements — in-stream work moratoriums (fish migration), navigation restriction changes, seasonal weight limits. These are calendar-driven, not contractor-driven.
• Assess financial position — project-to-date vs. earned value. Are change orders consuming contingency faster than expected?
• Identify upcoming submittal expirations — some submittals (concrete mix designs, WPS) have validity periods. Check next month's work for items needing renewed submittals.
• Assess inspector staffing for upcoming peak work — if a major pour month is coming, do you have enough coverage? Request staff now, not when work starts.
• Review contractor's recovery status (if behind) — is the recovery plan working? Will contractor meet next month's milestones? If not, notify owner now with a clear picture of projected completion.

Category 1 — Hidden Physical Conditions

• Unknown utilities embedded in structure — JULIE 811 marks surface utilities, not utilities inside bridge concrete. Action: Call each utility company directly for bridge-embedded records. Use Ground Penetrating Radar (GPR) scan on approach slabs and abutments before demolition. Cost of GPR scan: $2,000–8,000. Cost of hitting an unknown gas main: $100,000+.
• Submerged or buried obstructions — old foundations, debris, abandoned piers. Action: Review historical aerial photos. Ask river/harbor authority. Hydrographic survey before underwater or cofferdam work.
• Extent of concrete deterioration — what's visible at the surface may be 10% of actual deterioration below. Action: Full deck delamination sounding (hammer test or chain drag). Cores through the substructure. Half-cell potential testing for rebar corrosion.
• Unknown fill or contaminated soil at approaches — urban bridges often have fill containing old debris or contaminated material. Action: Request Phase I/II ESA records from owner. If unavailable, request soil borings before any abutment excavation.
• Hidden water infiltration paths — machinery pit and bearing seats may have hidden drainage paths only revealed when work disturbs the structure. Action: Observe during or after rain events before construction. Ask bridge operator about known water problems.
• Unknown weld repairs or patches on existing steel — old repairs may use different steel grades or procedures that conflict with new work. Action: UT scan of primary members. Review available maintenance records.

Category 2 — Hidden Contractual and Design Issues

• "Field verify" notes are future RFIs — every such note means the designer didn't know the actual condition. List every one. Assign an inspector to document each before relevant work starts. Resolve every "field verify" in writing before construction reaches it.
• Conflicting notes between sheets — read every note on every sheet. Cross-reference spec sections with plan notes. Create a conflicts log. Find them before the contractor does.
• Items in specs not shown on plans — some spec sections require work not explicitly shown graphically. Examples: temporary protective ground covers during over-water welding (spec requirement, not on plans). Read the spec sections word by word then check each against the plans.
• Special inspection requirements buried in specs — some sections require third-party inspections not obvious from plan sheets. Examples: owner-furnished special inspector for fracture-critical welding. Read the testing and inspection provisions of every technical spec section.
• Environmental permit conditions affecting construction methods — USCG, IDNR, Section 404 permits may have specific construction conditions (turbidity limits, no-work windows) not in the contract documents but legally binding. Request copies of all permits and read every condition.

Step 1 — Identify Every Long-Lead Item Before NTP

• Review the entire contract — identify every item requiring fabrication (not off-the-shelf purchase)
• For each item, estimate fabrication lead time by calling 2–3 manufacturers before construction starts
• Create a Long-Lead Items Register: Item | Spec Section | Lead Time | Order Deadline | Submittal Required First? | Contractor Confirmed Order Date | Expected Delivery
• Items with lead times over 12 weeks must be on your weekly watch list from Week 1

Step 2 — Calculate the Order Deadline

Formula: Order Deadline = Activity Start Date − Fabrication Lead Time − Submittal Review Time − 2-week Buffer

Step 3 — Weekly Long-Lead Tracking Table

When a Long-Lead Item Will Be Late

• Issue written notice to contractor immediately — state the item, required delivery date, current projected delivery date, and contract requirement that this is the contractor's responsibility.
• Assess schedule impact — when is the installation activity delayed? Is it on the critical path? How many days of delay to project completion?
• Explore acceleration with the manufacturer — can they expedite? Can they partial-ship components to allow some installation to begin?
• Explore re-sequencing with contractor and EOR — can other work proceed in the affected area while waiting?
• Document everything in writing — the contractor caused it; they own the cost. But you must have the paper trail to prove it.
• Do NOT approve payment for long-lead items not yet delivered — a purchase order is not payment justification.

The 6-Step Issue Fact-Finding Process

• Stop and observe — if the issue involves ongoing work, stop work at the affected location. Take 5 minutes to assess before speaking. "Hold on the pour while I review this" is always professional and defensible.
• Define the exact problem — be as specific as possible. Not "the rebar is wrong." Instead: "At Grid D-3, top mat rebar spacing appears to be 7 inches, not the 6 inches shown on Sheet S-11, Detail 2." A precisely stated problem leads to a precise answer.
• Gather physical evidence — measure it yourself. Photograph with a scale reference. Record measurement in your field diary with the time. Then ask contractor for their measurement. If different, measure again together.
• Pull the contract reference — what do the plans, specs, submittals, and any approved RFI responses say? Have the documents in your hand before making any statement about compliance. "I need to check the drawings" is professionalism, not weakness.
• Assess the consequences — safety? Structural? Schedule? Cost? Cosmetic only? Severity determines urgency and escalation level. Safety: stop work immediately. Structural: EOR required. Schedule: document and notify. Cosmetic: punch list.
• Document before you decide — write down what you found, when, who was present, measurements taken, and contract reference — BEFORE you give the contractor a direction. The direction comes after documentation, not before.

The 5 Questions for Every Field Issue

RE Decision Authority Matrix

Managing Pressure to Make Bad Decisions

• "We're already set up" — "The crane is here, crew is waiting, it'll cost $8,000/hr to delay." → "The cost of delay is the contractor's risk while I verify. If I approve it and it's wrong, the cost will be much higher. Hold the operation."
• "It's always been done this way" — "On the last bridge the inspector approved it this way." → "I'll verify with the EOR. For now, hold this item."
• "It's a small thing" — "It's just 2 inches short, nobody will know." → "The spec says X. What I'm looking at is Y. That's a nonconformance. I'll issue an NCR and get the EOR's disposition."
• "We'll fix it later" — "Let's keep going and come back to fix that." → "Once this is covered, we can't verify it. The fix happens now, before we move on."
• "It's 4:30 and we need to close the forms" — → "The pre-pour inspection must be done to my satisfaction regardless of time. I'll stay as long as needed. I will not approve a pour I haven't inspected."

When to Issue an NCR

• Any installed work that does not conform to plans, specs, or approved submittals
• Any test failure (concrete cylinder, weld test, torque test, slump test)
• Any work performed without a required inspection or approved submittal
• Any deviation from an approved method statement or work plan

NCR Required Content

• NCR Number (sequential, never skipped) and Date
• Location (station, span, grid reference)
• Description of nonconformance — specific, measurement-based
• Contract reference (spec section and/or drawing/detail)
• What was specified vs. what was found (exact numbers)
• Photos attached (reference photo file names)
• Required disposition: Repair per EOR direction / Replace / Accept with engineer-approved deviation
• Contractor response deadline
• Follow-up: date NCR resolved, what was done, who verified closure

Step-by-Step RFI Processing — Every RFI

• Receive and log immediately — RFI number, date received, contractor's requested response date. If the RFI is incomplete (vague question, no drawing reference) — return it same day with a written list of what's needed. Do not let an incomplete RFI sit in your queue.
• Read and understand the question — simple clarification? Design conflict? Field condition not addressed? Request for an alternative? The answer type determines the routing.
• Check if you can answer it yourself — if the answer is unambiguously clear from the contract and requires no engineering judgment, you can respond directly. When in doubt, route to EOR.
• Evaluate cost and schedule impact — BEFORE routing to EOR: does the answer require extra scope? Involve a design error? Affect the critical path? If YES to any → notify PM immediately, before the RFI is answered.
• Route to EOR with field context — include: (a) your understanding of the question, (b) the actual field condition with photos, (c) your recommended answer, (d) urgency level (standard 7-day vs. expedited 48-hour).
• Track and follow up — update RFI log. Set follow-up reminder at Day 5 (for 7-day target). If no response by Day 5, call EOR directly. If not by Day 7, escalate to PM.
• Receive EOR response and review it — does it answer the question? Is it clear enough to act on? If vague or incomplete, do NOT forward to contractor — go back to EOR. Forwarding a vague response causes a second RFI and more delay.
• Add RE commentary if needed — bridge design-office language to field execution: "The EOR has directed [action]. In the field, this means: [practical interpretation]."
• Transmit to contractor — RFI log updated: date returned, final response, cost/schedule disposition noted.
• Close or keep open — close when fully answered AND any associated action (NCR, CO, field instruction) is initiated. Never mark closed until follow-up action is started.

RFI Classification System

Step-by-Step Submittal Processing

• Receive and date-stamp immediately — the review clock starts the day you receive it, not the day you route it. Sitting on a submittal for 3 days before routing means you own 3 days of that review period.
• Completeness check (RE screening) — does it include everything required by the spec section? Missing items: manufacturer's data, size/dimension confirmation, test certifications, WPS documentation, color samples. If missing → return immediately with a written list of what's needed. An incomplete return does NOT count against the RE's review clock.
• Check against the approved submittal schedule — is this submittal on time? If late enough to impact construction, issue a written notice to the contractor.
• Field context memo to EOR — include: the spec section, any relevant field conditions ("field-measured joint gap is 1.75", not 2.0" shown on plans — confirm product is acceptable"), and RE's preliminary assessment.
• Route to EOR with target review date — standard: 14 days. Expedited for long-lead items: 7 days. Emergency: 48 hours.
• Track and follow up — set follow-up at Day 10 (for 14-day target). Phone and email if no response by Day 10. Escalate to PM if not answered by Day 14.
• Receive EOR review action and read it thoroughly — "Approved", "Approved as Noted", "Revise and Resubmit", or "Rejected." Read every comment before transmitting to contractor.
• If "Approved as Noted" — list the notes explicitly in your transmittal letter. Confirm with inspector that notes are addressed in fabrication/installation.
• If "Revise and Resubmit" — list every EOR comment, set resubmittal deadline, confirm no work with rejected material. When resubmitted, verify every prior comment is addressed before routing back to EOR.
• Enforce: No work without an approved submittal — if contractor begins work before submittal is approved, issue both a stop-work notice AND an NCR for proceeding without approval. Hold this line under every schedule pressure.

Common Submittal Pitfalls

Where Issues Come From

• Contractor-initiated — verbal or written notice of a condition or claim. Always require written backup within 24 hours of any verbal issue notice.
• RE-observed — nonconformance, design conflict, or field condition found during daily walk or inspection.
• RFI-revealed — answer to an RFI reveals a scope gap, design error, or condition that changes the work.
• Submittal-revealed — during review, EOR identifies that specified product is incompatible with field conditions.
• Third-party — utility company, USCG, regulatory agency, or adjacent property owner.
• Schedule-revealed — during schedule review, you identify a conflict or impossible sequence.

Change Event Protocol — Discovery to Change Order

• Identify the change event — any condition that may change contractor's scope, cost, or time. When in doubt, treat it as a change event. Over-documenting is far less risky than under-documenting.
• Issue a PCO notice same day — describe condition, potential scope impact, that a cost proposal is required. This does NOT authorize extra work.
• Notify PM same day — no exceptions. PM needs to know before the owner asks.
• Request contractor's cost proposal — specify a deadline (typically 21 days per contract). Must include: detailed cost breakdown, time impact analysis, backup documentation.
• Review and evaluate the cost proposal — compare to your independent estimate. Check labor rates against contract rates. Check equipment rates. Verify quantities. Identify non-change-related items.
• Negotiate and recommend — prepare written negotiation summary with your technical justification. RE recommends; owner decides on amounts above RE's authority threshold.
• Execute the Change Order — only after all parties sign can the contractor bill for change work. A PCO that never becomes an executed CO does not get paid.

• Walk the site before the contractor arrives — note overnight weather damage, equipment left in wrong position, any safety hazards, unauthorized work
• Check weather forecast for the full day — temperature at pour time, wind speed for crane picks, rain probability for concrete work, river fog for over-water operations
• Review today's planned work against the 3-week look-ahead — does what the contractor plans match what was agreed? Flag any unplanned activities immediately
• Confirm all required submittals for today's work are approved — no pour, no weld, no installation without the approved submittal in hand
• Confirm required testing is arranged — testing firm on site or notified? AWS inspector scheduled for welds? ACI technician for concrete?
• Verify traffic control is set up correctly BEFORE lane closures open — TCP matches the approved plan; photograph the setup before work begins
• Confirm USCG / river authority requirements for today — any navigation restrictions? Bridge operations window? Required notifications made?
• Brief inspectors on today's assignments and hold points — who covers what area? What are the hold points? What spec sections apply?
• Prepare inspection equipment — cover meter, slump cone kit, torque wrench, measuring tape, camera, IDR forms, spec book, relevant plan sheets in the field
• Review any open NCRs in areas being worked today — is any work today near a nonconforming area that has not been resolved?
• Check any RFI responses that came in overnight — do they change anything about today's planned work? If yes, notify superintendent before work starts

• Be physically present at every Hold Point — pre-pour inspection, trunnion alignment, limit switch verification, weld fit-up. No delegation, no proxy, no exceptions
• Write real-time field notes as work progresses — crew counts, equipment on site, activities by location, start/end times for major activities. Do not rely on memory at end of day
• Take continuous photographs — work in progress at every significant stage, measurements with scale reference, material deliveries, batch tickets, any conditions of note
• Verify material deliveries against approved submittals — check delivery ticket, confirm manufacturer/model matches approved, count quantities, check tag numbers on structural steel or equipment
• Conduct and record all required tests — slump, air content, concrete temperature, cylinder casting, bolt torque, weld visual. Record results on IDR in real time, not from memory later
• Verify rebar, formwork, or embedded items before any concrete pour — cover depth, bar spacing, bar sizes, tie wire tightness, form stability, embed plate locations, conduit routing
• Record all concrete batch ticket data — plant name, batch number, mix design, water-cement ratio, admixtures, CY quantity, dispatch time, arrival time. Keep all tickets. Reject trucks exceeding max water or drum time
• Observe and document contractor safety compliance — PPE in use, fall protection at open grating and machinery pit, over-water safety (PFDs), equipment grounding, barricades in place
• Check traffic control throughout the day — not just at setup. Cones get moved. Signs get knocked down. Flaggers disappear. Verify throughout the shift
• Issue stop-work notice immediately if nonconformance is discovered — do not let work continue over a nonconforming condition. Stop, document, photograph, issue NCR or field direction
• Measure and record pay item quantities as work is completed — length of joint installed, area of deck poured, CY of concrete by batch tickets, each bearing installed. Do not wait until end of month to tally quantities
• Maintain informal conversation with superintendent throughout the day — problems surface in casual conversation before they become formal issues. "How's the trunnion looking?" is a better early-warning system than any formal report

• Complete your RE field diary entry — while memory is fresh: weather, crew, equipment, work performed with quantities, inspections, tests, conversations, visitors, work NOT performed, issues observed. Sign and date
• Complete and sign the Inspector Daily Report (IDR) — confirm all quantity calculations are shown, all tests logged, all inspection results documented. Compare to contractor's daily report quantities
• Review and sign (or annotate) the contractor's daily report — compare crew counts, quantities, and activities to your records. If anything differs, annotate before signing: "Signed with the notation that RE's measured quantity for [item] is [X], not [Y] as stated"
• Update the RFI log — any RFIs received today? Any responses due today? Any overdue? Log and flag action items
• Update the submittal log — any submittals received, returned, or approved today? Update status of each item
• Update the NCR log — any new NCRs issued today? Any existing NCRs with a response due? Log contractor responses
• Update the pay item quantity ledger — add today's verified quantities to the running total for each active pay item
• Issue any written notices that need to go out today — follow-up emails on verbal instructions, PCO notices for today's change events, safety observation notices, schedule slippage notices. Same-day rule: verbal instruction today = email today
• Upload and organize all photos taken today — file in folder: YYYYMMDD > Location > Subject. Cross-reference with IDR photo log. Back up to server or cloud
• Review tomorrow's work plan with superintendent — what areas, what activities, what equipment? Do you have everything in place? Submittals? Testing firm? Materials confirmed?
• Identify tomorrow's Hold Points and confirm inspector assignments — who witnesses what? If multiple simultaneous hold points, do you have coverage for all?
• Send PM daily status summary (5 bullets max) — Completed today / Issues / Planned tomorrow / Open items / Flag if anything urgent. Takes 5 minutes; prevents a 20-minute call

• Hold weekly coordination meeting with contractor superintendent — review the 3-week look-ahead together. Confirm this week's activities, flag what needs to be ready next week and the week after
• Update and publish the 3-week look-ahead — roll the window forward by one week. Distribute to PM, owner, EOR, and contractor before noon Monday
• Review the submittal register — any submittals due this week from the contractor? Any submittals currently with the EOR that are approaching the 14-day review deadline? Action each item in writing
• Review all open RFIs — any over 5 days with the EOR? Call the EOR's engineer directly for a status. Any answered RFIs to transmit to contractor today? Close or update each log entry
• Confirm all required material deliveries for this week — call suppliers for any critical deliveries. A concrete pump scheduled for Wednesday needs a confirmation call Monday, not Wednesday morning
• Confirm all required specialty inspections for this week — AWS welding inspector, concrete special inspector, structural steel inspector. Schedule confirmations go out Monday
• Review open NCRs — are any approaching their response deadline? Issue written reminder to contractor for any NCR response due this week

• Compare actual progress to this week's look-ahead plan — are activities proceeding on schedule? Any slippage vs. the Monday look-ahead? Document in writing if work is falling behind
• Review the contractor's schedule (CPM) for any changes or float erosion — run a quick comparison to last week's update. Any activities gaining or losing float without explanation?
• Follow up on any outstanding PCOs (Potential Change Orders) — any PCOs waiting for contractor's cost proposal past the deadline? Issue a written reminder with a new response deadline
• Verify pay item quantities are being tracked — inspectors keeping their IDR quantity logs current? Running totals in the ledger up to date? Any items approaching 75% of contract quantity?
• Spot-check contractor's daily reports from earlier this week — have you signed all of them? Any quantity discrepancies that were left unresolved?
• Check long-lead item status — any item due for a fabrication progress call this week? Are delivery dates still holding?
• Coordinate with bridge operator for this week's planned bridge-operation windows — confirm any scheduled openings or closures. Update USCG if needed

• Host weekly progress meeting (full project team) — RE chairs it. Agenda: progress update, schedule review, open RFIs, open submittals, safety, change events, upcoming week's plan. RE takes and distributes minutes within 24 hours
• Issue weekly status report to PM — 1-page max: % complete, activities completed, activities planned next week, open issues with owners/due dates, risks, any items needing PM action
• Compile weekly safety observation report — all safety observations from the week, status of any open violations, any incidents or near-misses. Share with contractor and PM
• Reconcile this week's pay item quantities — sum the week's IDR quantity entries by pay item. Update the running pay item ledger. Flag any items that grew unexpectedly
• Review all IDR entries for the week — are they complete? Any missing photos, missing test results, or unsigned entries? Correct before the week closes
• Archive this week's look-ahead as a record — file the Monday look-ahead showing what was planned. Later comparison of planned vs. actual is critical for schedule dispute defense
• Organize and back up all photos from the week — properly filed, named, and backed up before the weekend. Do not leave this for Monday
• Review the upcoming week's schedule — any critical operations Monday or Tuesday that need prep work today? Any submittals due to the EOR on Monday? Any material delivery confirmations to make today?
• Send weekly update email to all project stakeholders — brief summary of week's progress, next week's key activities, any important issues or decisions needed. Keeps everyone informed without phone tag

• Maintain the Issues Register — every open issue reviewed. New issues added. Closed issues documented with resolution. At least one sweep per week
• Verify contractor's crew and equipment levels match schedule requirements — if contractor is supposed to have 2 cranes and only 1 is on site, that is a schedule concern worth documenting now
• Monitor environmental compliance — SWPPP BMP inspection required at least weekly. Check erosion controls, turbidity controls, spill kits. Log the inspection. IDNR and EPA inspectors do surprise visits
• Confirm all required permits are still valid — check permit expiration dates weekly during active construction. One week's lapse on a lane closure permit or USCG permit can stop work immediately
• EEO compliance check — is DBE/MBE participation at the required percentage? Review contractor's certified payroll if required by the contract. Flag any deficiencies in writing

• Receive and review contractor's monthly CPM schedule update with narrative — compare to previous month. Every change in logic, duration, or sequence must be explained. Accept, accept with comments, or reject in writing
• Verify the data date is correct — a manipulated data date distorts all float calculations. The data date must match the actual schedule status date
• Identify the current critical path — has it shifted from last month? What is now driving the completion date? Are there new near-critical paths with less than 10 days of total float?
• Compare earned schedule progress to planned progress — are we ahead, on track, or behind the baseline? Calculate Schedule Performance Index (SPI) if the contract uses Earned Value
• Assess whether the current completion date is achievable — based on actual progress rate vs. remaining scope, is the contractor on track? If not, when is the RE-projected completion date? Notify PM in writing with your analysis
• Review contractor's narrative for any recovery measures — if contractor is behind, is the recovery plan realistic? Are the additional resources they promised actually showing up on site?
• Update the milestone tracking log — record actual completion date (or projected date) for every contractual milestone. Maintain a running record of on-time vs. late milestones

• Prepare the monthly pay estimate — compile IDR quantities, reconcile with contractor's application, verify no payment for unaccepted work, apply executed COs only, calculate retainage, RE certification. Submit to PM at least 2 business days before owner submission deadline
• Reconcile all pay item quantities — running total vs. contract quantity — flag any item at 75% or higher. Flag any item over 110% of contract quantity. Notify PM of any projected overruns this month
• Review change order status — prepare CO status report: total COs approved (count and $), total COs pending (count and $), total PCOs identified but not yet submitted, current contract value vs. original. Verify owner's contingency remaining
• Verify retainage math for this month's pay estimate — has any pay item qualified for retainage reduction per the contract? Has the total project reached a retainage reduction threshold? Apply correctly and document
• Review any pending contractor cost proposals — any PCO cost proposals past their submission deadline? Issue written follow-up. Any proposals received this month that have not been evaluated? Assign review deadline
• Calculate cost-at-completion — current contract value + pending PCOs + estimated future change exposure = projected final cost. Compare to original contract. If trending over budget, notify PM immediately with analysis
• Verify stored materials documentation is current — any materials being paid for in stored materials status? Confirm the off-site storage agreement is still valid, insurance is current, and a physical check has been performed this month

• Conduct monthly SWPPP site inspection — walk all BMPs, sediment traps, inlet protection, and staging areas. Complete the SWPPP inspection form. Document any deficiencies and issue written notice to contractor for correction
• Review EEO and DBE/MBE compliance — review contractor's workforce utilization data. Is DBE/MBE participation meeting the contract goal? If not, document and notify owner. Review certified payroll for prevailing wage compliance if required
• Verify all contractor and subcontractor certifications are still current — welder qualifications (typically 6-month or 1-year renewal), ACI inspector certifications, AWS CWI credentials, lead paint abatement licenses, OSHA training cards
• Review all open NCRs — any NCR older than 30 days without contractor response? Escalate to PM. Any NCRs awaiting EOR disposition? Follow up. Every NCR should have a target closure date
• Update the project risk register — any new risks identified this month? Any previous risks that have materialized (and should now be issues)? Any risks that can be closed as resolved?
• Review all permits for upcoming expiration — check every permit expiration date against the next 60 days of work. A permit expiring during a critical phase must be renewed at least 30 days before the expiration
• Verify long-lead items remain on schedule — call each fabricator directly this month. Confirm actual shop progress, not just order status. Update the long-lead register with current confirmed delivery dates
• Prepare monthly progress report for the owner — include: narrative summary, % complete by area, key photos, current schedule status, financial summary, open issues and risks, next month's key activities
• Coordinate with bridge operator agency for next month's planned closures — give them advance notice of any extended bridge closure windows needed for critical operations. Confirm any navigation authority filings required
• Monthly safety review — OSHA recordables this month? Near-misses? Any OSHA inspections? Review contractor's safety statistics. Ensure all incidents are properly reported and investigated

• Mix design is approved (EOR stamp) — confirm the specific mix design for this pour (deck, substructure, barrier) is on the approved list. Different elements may require different mixes
• Testing firm is on site and set up — ACI technician confirmed? Slump cone, air meter, thermometer, cylinder molds, curing box all present and calibrated?
• Rebar inspection complete — bar sizes, spacing, lap lengths, cover depth (measured with cover meter or direct measurement at form edge), tie wire tightness, all bars per approved shop drawing
• Formwork inspection complete — stability, adequate shoring, no gaps or cracks where paste will leak, chamfer strips in place, form release applied, haunch dimensions match design
• Embedded items are per the approved shop drawings — anchor bolts, embed plates, conduit sleeves, bearing plates, expansion joint hardware anchors. Location, size, and elevation confirmed
• Substrate is clean and properly prepared — existing concrete surfaces: scarified, cleaned, and saturated surface-dry (SSD) if required. No standing water in forms. No frost on substrate
• Vibration equipment is on site and functional — internal vibrators appropriate for member dimensions, backup vibrator on site, operators trained on vibration pattern
• Curing materials are staged and ready — burlap, poly sheeting, or curing compound. Curing method per spec approved. Enough material for the entire pour area plus 2 feet beyond each edge
• Weather conditions are acceptable — temperature ≥ 40°F (or cold weather protection plan in place), no precipitation forecast, wind conditions acceptable for finishing deck work
• Plant source confirmed and batch tickets will be provided — confirm the concrete plant, truck route, and estimated travel time. Set maximum time in drum limit. Confirm batch tickets will show all required information
• Pre-pour inspection sign-off given verbally and in writing — RE signs the pre-pour inspection form, notes the approval time in field diary, and tells the superintendent: "You are approved to place concrete in this area starting at [time]"

• Steel shop drawings are approved — confirmed for the specific member, connection, or assembly being installed today. "Approved as Noted" notes have been addressed
• Certified Mill Test Reports (CMTRs) are on file — for all structural steel being installed. ASTM A709 grade per the design. CMTRs filed and traceable to the heats being used
• Weld Procedure Specification (WPS) is approved for the joint type — AWS D1.5 compliant for bridge work. Preheat requirements per WPS are being followed in the field (infrared thermometer used)
• Welder qualifications are current for this WPS — confirm each welder working today has a current qualification test record for the position, process, and material being welded. Expiration dates checked
• AWS CWI (Certified Welding Inspector) is on site for fracture-critical work — any weld on a fracture-critical member requires a CWI. Confirm CWI certification card, not just the inspector's claim
• Fit-up inspection complete before welding — gaps within AWS tolerance, alignment within spec, proper joint geometry, backing bars if required. Fit-up must be inspected and approved BEFORE the arc is struck
• High-strength bolt installation method confirmed — Turn-of-nut? Direct Tension Indicator (DTI)? Twist-off bolts? Method per contract spec. Calibration of torque wrench verified this week
• Fracture-critical member identification confirmed — RE and inspector know which members are fracture-critical on this project. Enhanced inspection requirements apply. EOR has confirmed FCM designation
• Over-water welding protection in place — containment required to prevent weld spatter from entering waterway. Required by environmental permit on most river bridge work

• Temporary support system for the bascule leaf has a PE-stamped design — before the leaf is relieved of its normal bearing, the temp support plan must be stamped and approved by the EOR
• RE has personally measured the existing trunnion shaft diameter — at minimum 3 locations along the bearing zone. Measurements recorded in field diary and transmitted to EOR for bearing bore confirmation
• EOR has confirmed bearing bore dimensions based on RE's field measurements — not based on plan dimensions. Written EOR confirmation is on file before the bearing is installed
• All trunnion bearing components are on site and verified against approved shop drawings — bearing housing, bearing inserts, lubrication fittings, seals, and fasteners. Serial numbers checked
• EOR is on site (or available by phone) for the entire trunnion installation operation — this is non-negotiable. The RE cannot make real-time trunnion alignment decisions without EOR support
• Alignment measurement protocol is established and documented — what measurements will be taken, by whom, with what equipment, to what tolerance. Written before installation begins
• Drive machinery reconnection is PROHIBITED until EOR completes and signs alignment verification — post this prohibition in writing at the machinery pit. Verbal prohibition is not sufficient
• All electrical interlocks are confirmed disabled before mechanical work begins in the machinery pit — lockout/tagout (LOTO) procedure signed and in place. Electrical contractor and bridge operator must both sign LOTO

• Approved Traffic Control Plan (TCP) is on site and in the hands of the flagger/traffic supervisor — not just "approved somewhere." The approved plan must be physically present at the location of work
• All devices (signs, cones, drums, barriers, arrow boards) are per the approved TCP — spacing, placement, type, and reflectivity per MUTCD Part 6 and the approved plan. No substitutions without approved plan revision
• Certified flaggers (or uniformed officers if required) are in position — ATSSA or state-equivalent certification. Flagging paddles (not just hand signals) per MUTCD requirements
• Any required coordination with IDOT / City Traffic Engineering has been completed — for state routes: IDOT lane closure approval. For city streets: traffic engineering permit. Confirm before activating any closure
• Emergency vehicle access is maintained per approved plan — emergency responders must be able to access any structure adjacent to the work zone. Never block fire apparatus or ambulance access without alternate route established
• Photograph the complete traffic control setup before work begins — a time/date-stamped photo of the complete setup is your best defense against any future claim that the TCP was improperly set up

• Read the entire contract from cover to cover — not just the special provisions. Every section. Note every RE obligation, deadline, and authority. Write a summary for yourself
• Identify and document every contractual deadline or date obligation — NTP, pre-con conference deadline, schedule submission deadline, milestone dates, substantial completion, final completion, LD per diem rate. Post these on your wall
• Confirm RE's authority limits in writing with PM — what is the RE's change order approval authority? What requires PM approval? What requires owner approval? Get this in a written PM directive before the first issue arises
• Identify the designated representatives for each party — who has contractual authority for the owner? The designer? The contractor? Only deal with authorized representatives on binding matters
• Obtain and read every permit associated with the project — USCG, IDNR, NPDES, floodplain, lane closure, waterway. Read every condition. Brief the contractor on permit conditions at the pre-con
• Confirm the project management platform (e-Builder, Procore, etc.) is set up and all parties have access — document control, submittal routing, RFI routing. All configured before first submittal arrives
• Establish the project filing system — physical and digital. Folder structure: Contract Documents / Permits / Correspondence / Submittals / RFIs / NCRs / Pay Estimates / Change Orders / Daily Reports / Photos. Create before Day 1

• Prepare the project contacts directory — every party: Owner rep, PM, RE, EOR (structural, mechanical, electrical), contractor PM, superintendent, subcontractors, IDOT, USCG, bridge operator, utilities, testing lab. Names, titles, office phone, mobile, email. Post in field office
• Schedule and prepare agenda for the pre-construction conference — RE chairs this meeting. Agenda must cover: communication protocol, submittal process, RFI process, schedule requirements, pay process, safety, environmental, traffic, bridge operations coordination
• Verify inspector qualifications and assign field coverage areas — ACI certifications, AWS certifications, IDOT inspection certifications as required. Each inspector has a defined area of responsibility
• Brief all project inspectors on project-specific requirements — the spec, the ITP, the hold points, the pay items and how to measure them, the photo protocol, the IDR format, and reporting chain
• Establish utility coordination contacts — JULIE/811, direct utility owner contacts for bridge-embedded utilities, contact name and emergency number for each utility crossing the project
• Notify adjacent property owners and businesses of upcoming work — bridge projects affect traffic and access. Courtesy notification before work starts prevents complaints, media calls, and political pressure during construction

• Complete the pre-construction site walk and photographic baseline — systematic coverage of every surface, element, and adjacent property. GPS-tagged, dated, organized, and filed. This is your "before" record
• Complete the constructability review and document all findings — every conflict, ambiguity, "field verify" note, spec vs. plan contradiction, and bascule-specific concern logged. Transmit to EOR for written resolution before construction starts
• Identify and list all long-lead items with order deadlines — see Phase 11 for the full protocol. This list goes to the contractor in writing at the pre-con
• Identify all hold points and witness points and document in the ITP — distribute ITP to contractor and EOR. Contractor acknowledges in writing that they understand and will comply with hold points
• Survey and document existing bridge geometry — actual vs. plan dimensions for key elements (trunnion shaft diameter, bearing seat elevations, girder camber, existing joint widths). Discrepancies logged and transmitted to EOR before contractor starts work on those elements
• Set up all project management logs and verify they are working — Submittal Log, RFI Log, NCR Log, Issues/PCO Log, Pay Item Quantity Log, CO Log, Long-Lead Register, Daily Report Log. Test with a sample entry before the first real one arrives

• Review and accept or reject the contractor's baseline CPM schedule — verify it is a true CPM (not a bar chart), includes all contract milestones, reflects all submittal and procurement activities, and is logic-driven with defensible durations
• Identify the initial critical path and document it — the critical path on Day 1 is your reference. Any deviation from it during construction must be analyzed and responded to in writing
• Map all submittal activities on the schedule — every required submittal should appear as a scheduled activity. If the contractor's CPM doesn't include submittals — require a revision before accepting the schedule
• Map all procurement activities on the schedule — every long-lead item needs a procurement activity with the correct lead time. If trunnion bearings need 16 weeks, the "order bearings" activity must appear 16+ weeks before "install bearings"
• Map all regulatory/seasonal constraints on the schedule — fish moratoriums, navigation windows, permit conditions, seasonal weight limits on approach roads. These are calendar constraints that override contractor scheduling preferences
• Establish the monthly schedule update cycle — confirm with contractor: data date, narrative due date, and RE review deadline each month. This cycle must be in the meeting minutes or a project directive
• Establish the 3-week look-ahead protocol — confirm the format, distribution list, and Monday update cycle. Contractor confirms they will supply input by Friday of the prior week

• Develop the project Inspection and Test Plan (ITP) — every inspection and test activity, the spec reference, the responsible party, the hold/witness/review point designation, and the acceptance criteria. Signed by RE and EOR before construction starts
• Identify and engage the project testing laboratory — confirm the lab is AASHTO-accredited (for IDOT projects), has the required equipment, and knows the testing schedule. Get a written scope of services and fee agreement
• Plan the NCR management process — how are NCRs numbered? Who issues them? What is the contractor's response timeline? What is the EOR disposition process? Document this in a project quality plan or administrative directive
• Plan the submittal review process — who submits? To whom? What is the routing sequence? What is the turnaround target for each type? How are "Approved as Noted" notes communicated to the field? Document and distribute
• Plan special inspection requirements — identify every element requiring owner-furnished special inspection (fracture-critical welds, high-strength bolt installation, structural concrete). Engage the special inspector before those activities begin
• Plan the photo documentation protocol — naming convention, folder structure, backup schedule, who takes photos for what areas, minimum photo frequency for critical operations

• Develop the project risk register at the start of the project — identify the top 10–15 risks specific to this bascule bridge rehab. For each: probability (H/M/L), impact (H/M/L), risk score, mitigation strategy, and owner. Review monthly
• Plan the change management process — how are change events identified? What is the PCO numbering protocol? What is the cost proposal format and deadline? What is the negotiation and approval process? Who has signature authority at what dollar threshold?
• Plan the pay estimate process — cutoff date, IDR quantity compilation, reconciliation process, RE certification, PM review, owner submission. Put the monthly pay cycle calendar in the project directory and share with all parties
• Establish the project communication plan — who communicates with whom on what topics? Owner questions go to PM. Contractor field questions go to RE. Design questions go through RE to EOR. Regulatory questions: owner leads with RE support. Document this and distribute at the pre-con
• Plan for claims avoidance — identify the top 5 most likely claims on this project based on the risk register. For each: what documentation strategy will best defend the owner? Start that documentation on Day 1, not when the claim arrives
• Plan the environmental compliance monitoring program — SWPPP inspection frequency, USCG notification protocol for any in-water incidents, spill response plan location and first responder assignments, turbidity monitoring if required by permit

• Conduct all hold point inspections in person — no hold point is delegated unless you have authorized a specific inspector in writing with defined authority limits
• Enforce the pre-pour inspection requirement without exception — if the RE has not signed the pre-pour inspection checklist, no concrete is placed. This is a career-defining commitment to quality
• Verify welder qualifications daily for welding operations — not just on the first day of welding. Weld positions and processes can change as work progresses. Each day of welding requires a current qualification for the specific WPS and position
• Independently measure pay quantities — do not accept contractor's numbers without verification — every pay item, every month. Your measurements = your certification
• Inspect work at the proper point in the sequence — inspect rebar before formwork closes it in. Inspect embed plates before concrete covers them. Inspect the substrate before the overlay is placed. Once covered, it cannot be inspected without destructive investigation
• Enforce the approved submittal requirement for every installation — for every element installed this week, confirm the approved submittal is on file. Make this a weekly sweep
• Conduct unannounced site walks at random times — walk the site at irregular times and from unexpected directions. You see different things at 10 AM vs. 2 PM vs. just before crew leaves. Unannounced walks reveal what scheduled inspections miss

• Process every RFI within the target response time — Class 1: 24 hours. Class 2: 48–72 hours. Class 3: 7 days. No RFI sits in the queue without an action. Every stalled RFI gets a phone call and a written follow-up
• Return every submittal to the EOR within 24 hours of receipt — your job is to screen, add field context, and route — not to sit on submittals. The sooner it reaches the EOR, the sooner it comes back
• Issue NCRs the same day nonconformances are observed — NCRs issued the next day are NCRs that may have been covered up overnight. Same-day issuance is the standard
• Issue PCO notices the same day change events are identified — the PCO notice establishes the event date, which is critical for entitlement analysis. A PCO notice issued 2 weeks after the event is a weakened notice
• Follow up in writing on every verbal instruction given the same day — the RE's verbal instructions have legal weight but are easily disputed. Email follow-up the same day creates the paper trail
• Write and distribute weekly meeting minutes within 24 hours of every meeting — including action items with responsible parties and due dates. Distribute to all attendees and request acknowledgment
• Conduct the monthly pay estimate with independent quantity verification — RE-certified quantities must be based on RE's independent measurements, not accepted from the contractor without review
• Coordinate the pre-construction and construction activities of all utilities in the area — not just JULIE notification. Track each utility relocation or protection activity as a project activity. Utility conflicts are one of the most common causes of construction claims

• Maintain a firm, fair, and consistent professional relationship with the contractor — your goal is compliance with the contract, not confrontation. A superintendent who respects you will call you first when a problem develops. A superintendent who fears you will hide problems until they're crises
• Brief the owner's rep on project status at least monthly (or as required) — never let the owner be surprised by a major issue they should have heard from you first. "I was about to call you" is never a good opening to that conversation
• Keep the EOR engaged as a project partner — regular brief calls (5–10 minutes, not just when a crisis hits) keep the EOR informed of field conditions and maintain the relationship needed for fast responses on critical issues
• Maintain positive relationships with USCG and bridge operator agency — monthly coordination call at minimum. These parties can make your project easier (flexible on navigation windows) or very difficult (strict interpretation of every permit condition)
• Manage public inquiries professionally — neighbors, commuters, media. Have approved talking points from the owner's communications department. Refer media to the owner's public information officer. Never speculate on schedule or cost publicly

• Track actual vs. planned progress weekly — maintain your own "RE as-built" schedule parallel to the contractor's updates. Your independent record is essential if there is a schedule dispute
• Issue a written notice within 48 hours when the contractor falls behind schedule — document the activity, the planned date, the actual or projected date, and the number of days behind. The contractor must respond with a written recovery plan
• Monitor total float on all near-critical activities (float ≤ 10 days) — watch these weekly. Float is eroding before activities become critical. Early intervention when float reaches 10 days is far more effective than crisis management at 0 days
• Track contractor recovery plan compliance — if a recovery plan was submitted, are the committed resources (additional crew, overtime, second shift) actually appearing on site? Document compliance or non-compliance daily
• Monitor weather-day impacts — track actual weather days used vs. the contract's weather day allowance. If contractor is over their weather day allowance with no entitlement, they owe schedule recovery without compensation. Document weather conditions daily using official weather records (not contractor's estimate)
• Track milestone achievement dates — every contractual milestone met (or missed) is documented with the actual date and the delta from the contract date. This record drives any Liquidated Damages assessment or Time Extension analysis

• Track total CO exposure monthly — approved COs + pending PCOs + anticipated future changes. Compare this sum to the owner's remaining contingency. Alert PM when contingency is 50% consumed
• Monitor individual pay items for overruns — flag any item that reaches 75% of contract quantity while significant work remains. Initiate contract modification before the quantity runs out
• Track the "overrun/underrun" balance by pay item — some items overrun, some underrun. Maintain awareness of the net impact on the contract value. Major shifts in the balance affect the owner's total cost exposure
• Audit contractor's force account sheets weekly (if any force account work is ongoing) — verify hours, equipment, and materials are accurate and match your inspector's records. Do not let force account sheets pile up for monthly review
• Monitor retainage balance and confirm correct application each pay period — if the contract allows retainage reduction at a certain % complete, confirm the threshold is actually met before reducing retainage
• Track liquidated damages exposure if contractor is behind — if the contractor has missed or is projected to miss the substantial completion date, calculate the LD exposure and include in your monthly report. Owner needs to know in advance

• Track NCR closure rate — are NCRs being closed in a timely manner? Any NCR older than 30 days without a resolution path is a project risk. Monthly NCR status report to PM
• Monitor concrete cylinder break results as they come in — track 7-day and 28-day results. If a 7-day break is significantly low, alert the EOR before the 28-day break comes in. Early warning allows proactive planning (cores, load testing) rather than reactive crisis management
• Monitor weld rejection rate by welder — if a specific welder has a rejection rate above 10%, their qualifications and technique need to be reviewed. A pattern of weld failures is a systemic quality problem, not just individual bad welds
• Review contractor's QC reports for gaps or inconsistencies — contractor's own QC program should be generating inspection and test records. If these records suddenly stop or thin out, something is being hidden. Request and review them monthly
• Monitor safety leading indicators — not just incidents (lagging indicator). Track near-misses, safety violations corrected, PPE compliance rate, toolbox talk attendance. These predict incident trends before incidents happen
• Verify as-built markups are being maintained throughout construction — require monthly submission of marked-up plans showing actual field conditions. Don't wait until closeout to discover that no one was tracking as-built conditions

• Confirm all construction scope is substantially complete before issuing the punch list — a punch list is for minor remaining items. If major systems are incomplete, do not issue a punch list. Continue requiring construction completion
• Perform the pre-punchlist inspection walk with RE, EOR, and owner rep — all three parties walk together. Discrepancies in what is or isn't punch list vs. remaining contract scope are resolved together during the walk, not in letters afterward
• Categorize all punch list items — Safety-Critical (bridge cannot reopen), Functional (bridge reopens but not fully operational), Cosmetic (aesthetic items only). Sequence completion accordingly
• Conduct the full bridge operational test sequence (minimum 10 cycles) — witness all 10 cycles. Document every cycle time. Note any unusual vibration, noise, binding, or hesitation. Do not certify substantial completion without a completed cycle test log
• Test all safety interlocks and emergency systems — E-stop function, traffic signal sequence (red before bridge opens, green after fully closed and locked), barrier gate timing, navigation lights, span lock engagement/disengagement
• Test manual (backup power) operation through a full cycle — verify the bridge can be operated manually without utility power. This is a USCG and life-safety requirement
• Coordinate USCG final inspection and obtain clearance letter — schedule the inspection at least 3 weeks before the target substantial completion date. The USCG clearance letter must be in hand before the RE certifies substantial completion on a navigable waterway bridge
• Verify all NCRs are closed or have approved EOR dispositions — no open NCRs without a documented resolution path are acceptable at substantial completion. Any NCR disposition that requires follow-up work must be included on the punch list

• Review and accept contractor's as-built drawings — spot-check key dimensions in the field against the as-built markups. Reject as-builts that simply copy original plans without field-verified corrections. Specifically verify: trunnion dimensions, bearing seat elevations, expansion joint locations, electrical panel layout, and any areas that differed from design
• Review and accept all O&M Manuals — every piece of mechanical and electrical equipment must have a manual. Verify: manual matches installed model and serial number, spare parts lists are included, maintenance schedules are included, emergency operation procedures are included
• Collect all warranty documents and create a warranty register — list every warranty: item covered, contractor/manufacturer providing it, warranty period, start date, contact for warranty claims. Give the owner this register with the closeout package
• Collect all final test reports — 28-day concrete cylinder breaks for all pours (and 56-day if required), all weld NDE (UT/MT/PT) reports, all bolt torque test reports, all alignment verification measurements, all load test data if applicable
• Collect all Certified Mill Test Reports (CMTRs) — for all structural steel incorporated in the work. Organized by member type and ASTM grade. Filed permanently with the project records
• Collect unconditional lien waivers from all subcontractors and material suppliers — lien waivers for final payment from every sub and supplier listed in the contractor's subcontractor list. A missing lien waiver is a potential lien on the owner's property
• Collect consent of surety for final payment — if required by contract (common on public projects), the surety must consent to final payment release. Without this, final payment may be legally challengeable
• Collect USCG clearance letter and any other regulatory closure documents — USCG letter confirming the bridge modification is complete and the bridge is authorized for its operational designation
• Confirm contractor's training delivery to the bridge operator — the contractor must train the bridge operator agency's personnel on the new drive machinery, control panels, emergency procedures, and maintenance requirements. Document the training (date, attendees, topics covered)
• Compile the project photo archive for the owner — organized by phase and date, representative photos of every major construction element. The photo archive is a permanent record of the bridge's rehabilitation and its first reference for any future repair or maintenance work

• Verify all final pay item quantities against the field records — every pay item's final quantity reconciled against the IDR quantity logs, batch tickets, weight tickets, and RE measurements. No estimates — all final quantities must be verified
• Reconcile all change orders — only fully executed COs are included in the final pay estimate — every approved and executed CO is included. Any PCO that was never resolved must be identified and the owner must make a final determination before the final pay estimate is processed
• Calculate final retainage release — verify all conditions for retainage release have been met: punch list complete, all documentation received, all liens released. Calculate the final retainage amount and include in the final pay estimate with the owner's authorization
• Apply any final deductions or backcharges — final LD assessment if applicable, any owner-furnished material reconciliation, any other authorized deductions. Every deduction must be supported by a written calculation and contract reference
• RE signs the final pay estimate certification — only after all quantities are verified, all COs are reconciled, all documentation is received, all liens are released, and all punch list items are confirmed complete. This certification is the RE's professional attestation. Sign it only when it is true
• Submit final pay estimate to PM with a complete closeout summary — final contract value vs. original, total CO summary (number and dollar amount), final quantities vs. contract quantities, and a statement that all closeout conditions have been met

• Hold a formal Lessons Learned session within 30 days of final completion — invite RE, PM, EOR, contractor superintendent. Use a structured format: What worked? What didn't? What would you do differently? What should the next RE on a bascule bridge project know?
• Document and distribute the Lessons Learned report — write it up and share it with your firm's CM practice and the owner's project files. The next RE on this type of project should benefit from your experience
• Prepare the project closeout report — original contract vs. final contract, schedule analysis (original baseline vs. as-built), CO summary with causes, quality summary (NCRs, test failures, significant inspections), safety record, lessons learned summary
• Archive all project records per the firm's and owner's record retention policy — confirm which records must be retained and for how long. Bridge project records are often retained for 10–25 years due to structural warranty and long asset life
• Debrief personally with the PM — a private, candid conversation about your own performance. What were your strongest contributions? Where did you face your biggest challenges? What skills do you want to develop for the next project?
• Complete your project record for your own professional portfolio — final contract value, scope description, your specific role and responsibilities, key achievements, challenges overcome. This is your professional legacy on this project and belongs in your PE record