Developer Brief · Cable-Stayed Superstructure (v1.0)
v0.4: added the counting model (page 5) for mixed pier/pylon bridges — surfaces two defects in the existing quantity logic. Written for the AveoSoft dev team, not a client pitch.
1. Form 2. Impact 3. 2D Diagram 4. Pylon Types 5. Counting 6. Locations 7. Field Ref 8. Cross Section
NEW REQUIREMENT · LOGGED 25-09-2026

Cable-Stayed Superstructure Support

BMS today models one kind of bridge: girders dropped span-by-span onto ordinary piers. The client has sent a GAD for a bridge that does not work that way — tall pylons at four of its piers, with fans of stay cables holding up the deck. This brief covers what we add, where it goes, and what not to touch.

The reference bridge — read from the client's GAD

BridgeBridge across River Mindhola (4-Lane)
ConnectsJabhava (Surat) – Ubhrat (Navsari)
Chainage6+102.000 → 6+842.000
Total length740.00 m
SupportsA1, P1–P8, A2  (9 spans)
Pylons atP2, P3, P4, P5
Design consultantConstrums Consultancy Pvt Ltd
Proof checkIIT Guwahati
Construction agencyUnique Construction
CircleDesigns (R&B) Circle, Gandhinagar
SPAN ARRANGEMENT (metres)
Three 150 m main spans between the four pylons, 75 m flanking spans, 35 m approach spans. Span lengths differ by more than 4× — which matters for the 2D diagram (see page 3).

Why this isn't just "another bridge"

Four things in this drawing have no equivalent anywhere in BMS today.

1 · The pylon

A tower rising from the pier, far taller than any pier wall, cast in lifts. Split into a lower pylon (pile cap → deck) and an upper pylon / mast (deck → top). Structurally it behaves like a very tall pier wall — so the height-based partial-progress logic we already have is directly reusable.

2 · The stay cables

High-strength cables from the pylon head down to the deck, installed and stressed in sequence. Each cable passes through four stages, exactly like the existing Girder cast → stress → launch model, just with one more step.

3 · Mixed supports on one bridge

P2–P5 carry pylons. P1, P6, P7, P8 are ordinary piers. BMS has never had to say "this component applies only at these locations." This is the single biggest modelling change and is solved on page 1.

4 · Heavier foundations at pylons

The GAD specifies Ø1500 bored piles at pylon piers versus Ø1200 at ordinary piers, with much denser pile clusters. No new component — but confirms pylon supports are configured separately.

PAGE 1
Inventory form changes

Exactly which section gains which field, which dropdown gets which new value — and what to leave alone.

Open
PAGE 2
Downstream impact map

Component master, plan generation, progress entry, roll-ups, weightage, reports, mobile — plus the traps.

Open
PAGE 3 · THE HARD PART
2D diagram — pylon & cable fan

Live, working SVG examples with the actual coordinate maths. Switch between fan / semi-fan / harp and see the difference.

Open
PAGE 4
Pylon types — H / A / Y

Each shape in three views, with a real Indian reference bridge — including Sudarshan Setu in Gujarat.

Open
PAGE 5 · READ BEFORE QUOTING
Counting model — mixed piers and pylons

How spans, supports, decks and girders are counted when the two are mixed on one bridge, with a live quantity roll-up showing exactly what plan generation must produce. Contains two defects in the current quantity logic — Pier Wall counting pylons, and Cross Girder hardcoded to one per span.

Open

Needs client confirmation — do not treat as settled

Everything in this brief is designed on assumptions because the client has not yet answered the questions raised on 25-09-2026. Each assumption is flagged where it appears. These are the ones that could change the design if answered differently.

Q1 · Is the deck a conventional girder deck that cables assist, or a fully segmental cantilever-erected deck?
We assume girder deck. The GAD legend says "RCC Main Girder" and "PSC Edge Girder". If it's segmental instead, this stops being "add two components" and becomes a new construction model — the single biggest cost risk in the CR.
Q2 · Pylon shape, and is it the same at all four?
We assume H-frame, identical at P2–P5. The GAD shows pile clusters on both deck edges, which means two pylon legs and two cable planes. Shape is a configurable dropdown either way.
Q3 · How many cables per fan, and do the counts differ side to side?
Confirmed by Hiren: counts differ. P2's fan toward P1 covers a 75 m span; toward P3 it covers 150 m. So the form captures A1-side and A2-side counts separately.
Q4 · Does the pylon count as Substructure or Superstructure?
We propose Pylon → Substructure, Stay Cable → Superstructure. There is no IRC code that settles this (IRC:SP:65 covers segmental bridges, not cable-stayed). It changes section-wise progress % and every report, so the client must choose.
Q5 · Should cable supply/procurement be a separate milestone from installation?
We assume no — four stages only. Stay cables are usually a distinct high-value BOQ line, often imported, and supply is frequently billed separately from installation. Worth asking before Running Bill mapping is built.
Q6 · Mobile app at launch, or web-only for phase 1?
We assume web-only for phase 1. The mobile app has no screen for lift-wise pours or cable stressing. This is new mobile scope, not a tweak, and should be quoted separately.

Three constraints to tell the client now

Existing bridges cannot be converted. Every field in Carriage Way Details is set-once and locked on edit. Cable-stayed can only be chosen when creating a new bridge.
Weightage must be signed off before any progress is entered. Pylons and cables are a large share of project cost. If they aren't weighted first, this bridge's physical progress % is wrong from day one and hard to correct retroactively.
Cable numbering is permanent. Plane → side → index must be agreed before data entry starts. Renaming after the field team begins is expensive — look how much of the component config exists purely to handle LHS/RHS variants.
Bridge Monitoring System · AveoSoft · Developer brief, not a client deliverable · Source: GAD 10/22/ITD/WLR-01/1001