Live · Week 3 of 5+
Reporting Date · Wed Sep 23, 2026
Banyan Seawall
Live Project Portal
Real-time transparency across every phase, every milestone, every field observation. Building Management and project stakeholders may review construction progress here at any time — the record updates the same day the work is performed.
On Time · On Budget · Institutional Construction Discipline
Current Status
Week 4 → 5 · Pour Rescheduled Mon Oct 5 · 1 PM
Project Week
Week 3 of 5+
Performance
Tidal | King Tides
Active Phase
Rebar + Epoxy Complete · Pour Mon Oct 5 · 1 PM
Blockers
Both CO's Approved
Progress Dashboard
Where the project stands, at a glance.
Every metric below is derived from the current Weekly Progress Report and the executed Engineer of Record certifications. This section refreshes with each weekly report cycle.
Week 3 Completion
100%
Mobilization, demolition & drainage prep — verified & photo-documented
Bulkhead Scope
57 LF
Original 40 LF + 7 LF added at no additional charge (per engineering)
Concrete Pathway
216 sq ft
2' × 108 LF reinforced cap · monolithic single-pour design
Overall Project
~71%
CO-001 + CO-002 both approved · draw 1-of-3 deposits received Wed Sep 30 · 57 LF removal ready (partial CO-002) · rebar + Armatec epoxy coating 100% complete Fri Oct 2 · 2 PM · pour rescheduled Mon Oct 5 · 1 PM
Rebar + Armatec Epoxy Coating Complete Fri Oct 2 · 2 PM · Pour Rescheduled Mon Oct 5 · 1 PM
CO-001 AND CO-002 both approved by Building Management. Draw 1-of-3 deposits received on both change orders Wednesday September 30, 2026. Scope: CO-001 footer damage remediation (41 sq ft) + CO-002 seawall damage repair (65.69 sq ft) · cut · rebar · epoxy · tie · form · pour to spec per engineering. 57 LF of CO-002 removal demolished + prepped and ready to pour (partial CO-002). Pour-3-sections same-run amendment adopted — bulkhead + the 57 LF partial-CO-002 cut zones in one continuous concrete batch to eliminate cold joints; balance CO-002 scope follows on subsequent pour. Field status (Fri Oct 2 · 2 PM): Rebar install + Sika Armatec 110 EpoCem epoxy coating 100% complete at 2:00 PM today across bulkhead + 57 LF partial-CO-002 reinforcement mat. Formwork fully braced. Pre-pour EOR QA sign-off received Thu Oct 1. Pour originally scheduled Fri Oct 2 · 1 PM has been rescheduled to Monday October 5, 2026 · 1:00 PM batch window — same 3-section same-run amendment, same coastal-exposure admixture spec. Reschedule driven by field-condition / weather window hold; no scope or cost impact.
Construction Timeline · Twelve-Phase Arc
The complete construction sequence for project Banyan, on a single rotational track.
Twelve milestone nodes from mobilization through final cap pour.
Current Phase
For Consideration · Optional Upgrades
Document Register · Project Record
The complete and authoritative record of project Banyan.
Every instrument on project Banyan — filed and posted the day it issues.
Take-Off Agreement · Est #PB-2026-173
Parent construction contract · dated Aug 21, 2026
Weekly Progress Report · Week 1
Sep 5–11 · Per-day work log & Week 2 forecast
Retaining Wall Inspection Report W1
Pre-construction condition & scope validation
Weekly Progress Report · Week 2
Sep 12–19 · Rebar 100% + formwork start · Week 3 plan (Armatec · CO-001 · Pour Sat 8 AM)
Seawall Inspection Report W2
108 LF waterfront · 40 LF west failed-section replacement · 68 LF east surface remediation
Weekly Progress Report · Week 3
Sep 21–27 · CO-001 approved · CO-002 verbal + demo complete · king-tides pour delay → rebar/epoxy complete Fri Oct 2 · 2 PM · pour rescheduled Mon Oct 5 · 1 PM
Project Schedule · BANYAN
Master schedule · milestone dates & phase durations
Change Order CO-001
Footer damage remediation · 41 sq ft + 9'V × 4.5'H × 8"D · approved Mon Sep 21 · deposit Tue Sep 22
Seawall Damage Repair EST · 220 Banyan Rd
Field measurement basis for CO-002 · 8.62 sq ft measured × π = 65.69 sq ft repair area · per engineering
Change Order CO-002 · Remediation
65.69 sq ft · cut · rebar · epoxy · tie · form · pour to spec per engineering
Cap Extension Upgrade · PB-2026-175
1' extension × 108 LF · 108 sq ft added · Level VII + poly turf
Seawall Condition Scan · AI Damage-Detector
West-facing north section · 15 anomalies + 1 CRITICAL void · rust / spall / crack overlays
Dock Remediation Proposal · PB-2026-174
Labor-only · 8-item scope · rail full R&R + cross-member reinforcement · valid through Oct 11
Phase-by-Phase Progress · Execution Record
All construction phases under continuous engineering oversight.
Each phase has its own scope, quantity, window, and EOR sign-off.
Phase 01
Complete
Mobilization & Site Protection
Erosion / sediment controls — silt fence + FDEP-compliant floating turbidity barrier deployed before demolition. Ground-protection matting and access lanes established.
Phase 02
Complete
Utility Remediation
Site plumbing remediation and coordination with sub-trades. Temporary electrical service isolation and controlled soil excavation trench-cut along landward perimeter.
Phase 03
Complete
Drainage Preparation
103 LF multi-cell subsurface drainage prep using hydro-reduction methodology to relieve hydrostatic loading behind the retained wall.
Phase 04
Complete
Excavation & Partial Demolition
Landward CBS retaining-wall partial demolition (10' × 3'-9" × 8" section); controlled excavation exposing existing footer for engineering inspection.
Phase 05
Complete
Site Demobilization & Safe-Off
47' × 3'-9" × 8" partial bulkhead removed per engineering. Debris cleanup, cut-chip concrete removal, machine loading, site wash-down, weekend safe-off protocol executed.
Phase 06
Complete
CO-001 Damage Repair & Rebar
Remediate 41 sq ft footer hole + 9' V × 4.5' H × 8" D crack propagation zone per engineering. Drill existing footing; install #6 rebar dowels with structural anchoring epoxy; set double vertical reinforcement @ 8" O.C.
Phase 07
Upcoming
Formwork · Bulkhead + Pathway
Construct heavy-duty formwork for 47 LF total bulkhead section and 108 LF reinforced concrete pathway; tie and secure all reinforcement per Reference Plan.
Phase 08
Upcoming
Pre-Pour QA & Bulkhead Pour
Pre-pour EOR QA (Thu Oct 1) + rebar/Armatec epoxy coating (completed Fri Oct 2 · 2 PM) — formwork bracing, reinforcement cover, coating cure, embedded penetrations all verified. Bulkhead pour (47 LF + 57 LF partial CO-002) rescheduled from Fri Oct 2 · 1 PM to Monday Oct 5 · 1 PM per Reference Plan under pour-3-sections same-run amendment; triggers CO-001 + CO-002 milestone #2 draws upon post-pour sign-off. Balance CO-002 scope on subsequent pour.
Field Activity Log · Running Daily Record
A dated, phase-indexed record of every work day on project Banyan.
Every work day logged by date, phase, crew, and completion status.
Sep 5 · Sat
Erosion Controls
Silt fence + FDEP-compliant floating turbidity barrier installed pre-demolition. Erosion / sediment control measures verified per permit conditions.
Complete
Sep 7 · Mon
Utility Remediation
Site plumbing remediation completed. Coordination with subcontractors for Week 2 electrical follow-up scheduled.
Complete
Sep 8 · Tue
Drainage Prep
Temporary electrical service isolation. Ground-protection matting deployed. 103 LF multi-cell subsurface drainage prep using hydro-reduction methodology. 2nd payment received.
Complete
Sep 9 · Wed
Demolition
Landward CBS retaining-wall partial demolition — 10' × 3'-9" × 8" section. Controlled soil excavation along landward perimeter (5'–15' offset).
Complete
Sep 10 · Thu
Damage Discovery
Damage assessment upon footer exposure — identified 41 sq ft hole through footer + 9' V × 4.5' H × 8" D crack propagation zone, repair mandatory for stability, 2 sides (documented for CO-001 scope).
Incident Logged
Sep 11 · Fri
Demobilization
Debris cleanup, cut-chip concrete removal, machine loading, site wash-down, demobilization — 47' × 3'-9" × 8" partial bulkhead removed per engineering. End-of-week inspection performed. Storm-induced electrical short at 15:00 — Pedro Electric dispatched, safe-off executed. No injuries; concrete & drainage scope unaffected.
Safe-Off
Sep 14 · Mon
Week 2 Start
Pedro Electric site revisit — storm-related short traced + GFI outlet installed (new). Silt fence + turbidity float upgraded. Demo commenced same day under the approved parent contract (Est #PB-2026-173). CO-001 remains pending approval.
Complete
Sep 15–16 · Tue–Wed
Demolition + Rebar Drilling
Demo fully complete for approved initial agreement. Rebar drilling initiated — 6" embedment depth per Sika AnchorFix-3001 specification; epoxy set per manufacturer 4-4-4 hole-clean protocol.
Complete
Sep 17 · Thu
Rebar Install + Erosion
50% of rebar installed thus far. Ditch re-dug along landward perimeter — erosion mitigated; drainage flow path restored. Rebar cross-section horizontal sections tied in per engineering specs.
Complete
Sep 18 · Fri
Rebar Install + Tie + Epoxy Complete
Rebar installation, tying, and structural-epoxy set — 100% complete. Full mat set into existing footing (Sika AnchorFix-3001, 4-4-4 clean protocol, 6" embedment). Debris cleaned up. End-of-week EOR walkthrough — reinforcement layout verified and released for coating + pour.
Complete
Sep 19 · Sat
Formwork Started
Formwork started today (Saturday). Heavy-duty formwork tied and braced to hold single-pour geometry per Reference Plan on initial CBS wall. Rebar fully cleared for Monday coating.
Complete
Sep 21 · Mon
CO-001 Approved · Rebar Ties + Gap Corrections · Armatec + SikaTop Applied · 50% Formwork · Silt-Fence Adjustments
CO-001 approved today by Building Management. Rebar mat advanced — additional ties addressed and gaps between rebars corrected. Sika Armatec 110 EpoCem + SikaTop 123 Plus applied to all installed rebar. 50% formwork complete. Silt fence adjustments performed. Change Order CO-002 issued for seawall damage repair — 65.69 sq ft cut · rebar · epoxy · tie · form · pour to spec per engineering ·
Complete
Sep 22 · Tue
Deposit Received · Rebar Finish · Armatec Rebar Coating Complete
Deposit received. Remaining rebar installed and mat straightened. Sika Armatec 110 EpoCem rebar coating — complete across full reinforcement mat. Formwork bracing continued on bulkhead 47 LF section.
Complete
Sep 23 · Wed
Bulkhead Formwork 80% · Wood Forms Bent to Arc Curvature · Weather Half-Day · CO-002 Pending
Bulkhead 47 LF section formwork at 80%. Wood forms bent on-site to match arc retaining-wall curvature per engineering geometry. Weather affected work — half-day shift. Pour delayed accordingly to Sat Sep 26 · 8 AM (weather permitting). Awaiting CO-002 approval from Building Management for seawall damage repair scope (65.69 sq ft). Pre-pour EOR QA Thu Sep 24.
In Progress · Half-Day
Sep 30 · Wed
CO-001 + CO-002 Approved · Draw 1-of-3 Deposits Received (Both) · 57 LF Removal Ready (Partial CO-002) · Pour Confirmed Fri Oct 2 · 1 PM (subsequently rescheduled Mon Oct 5 — see Oct 2 entry)
Both CO-001 and CO-002 approved by Building Management today. Draw 1-of-3 deposits received on BOTH change orders — Wed Sep 30, 2026. 57 LF of CO-002 removal demolished + prepped and ready to pour (partial CO-002). Formwork complete across bulkhead + partial-CO-002 footer-form zones. North-section formwork resumed and finished per weekend stand-down. Pre-pour EOR QA scheduled Thu Oct 1. Bulkhead concrete pour on schedule — Friday October 2, 2026 · 1:00 PM batch window under the pour-3-sections same-run amendment (bulkhead 47 LF + 57 LF partial CO-002 in one continuous batch; balance CO-002 scope follows on subsequent pour). Pour subsequently rescheduled to Mon Oct 5 · 1 PM — see Oct 2 activity entry.
Complete
Oct 2 · Fri · 2 PM
Rebar + Armatec Epoxy Coating 100% Complete · Pour Rescheduled Mon Oct 5 · 1 PM
Rebar install and Sika Armatec 110 EpoCem epoxy coating 100% complete at 2:00 PM today across bulkhead 47 LF + 57 LF partial-CO-002 reinforcement mat. Formwork bracing verified. Pre-pour EOR QA sign-off received Thu Oct 1. Bulkhead concrete pour originally scheduled Fri Oct 2 · 1 PM — rescheduled to Monday October 5, 2026 · 1:00 PM batch window per field-condition / weather window. Pour-3-sections same-run amendment unchanged: bulkhead 47 LF + 57 LF partial CO-002 in one continuous batch · coastal-exposure admixture · matched compressive spec. Balance CO-002 scope on subsequent pour. Triggers CO-001 + CO-002 milestone #2 draws upon EOR post-pour sign-off.
Scheduled
The BAM Doctrine · Standard of Delivery
Top-grade construction discipline, scaled to a single-property engagement.
The discipline is the standard; the scale is the only variable.
Traceable
Every phase carries a document reference. Every change order is engineered and signed off before execution.
Verified
Every critical milestone is inspected and countersigned by the Engineer of Record before the next draw releases.
Transparent
Weekly progress reports include every day worked, every incident logged, every scope adjustment recorded — with dimensions.
Delivered
On Time. On Budget. The motto locked into every contract, every quote, every signature — into every project we accept.