Add dataset card for nbi
Browse files
README.md
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| 1 |
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---
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license: cc-by-4.0
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language:
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- en
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tags:
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- bridge
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- infrastructure
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- national-bridge-inventory
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- fhwa
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- deterioration
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- civil-engineering
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- united-states
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- nbi
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pretty_name: Bridgedeck — National Bridge Inventory (2000–2023)
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size_categories:
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- 1M<n<10M
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---
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# Bridgedeck — National Bridge Inventory (2000–2023)
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Part of the **bridgedeck** dataset collection for US bridge deck deterioration research.
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## Overview
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Cleaned and parsed National Bridge Inventory (NBI) records for all US states,
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2000–2023. One row per bridge per inspection year. Covers structural properties,
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geometry, materials, traffic, condition ratings, and a derived 5-year deck
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deterioration target.
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The NBI is the backbone of the bridgedeck dataset — all other datasets
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(PRISM, NOAA, NSHM, NFHL, Salt) are joined to it via `bridge_id` or `county_fips`.
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## Source
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**Source:** [FHWA National Bridge Inventory](https://www.fhwa.dot.gov/bridge/nbi/ascii.cfm)
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**Coverage:** All 50 states + DC + PR, 2000–2023 (1,248 raw `.txt` files)
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**Reference:** [NBI Recording and Coding Guide (FHWA)](https://www.fhwa.dot.gov/bridge/mtguide.pdf)
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## Schema
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One row per `(bridge_id, year)`. Primary key: `(bridge_id, year)`.
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### Identifiers & Location
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| Column | Type | Description |
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|--------|------|-------------|
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| `bridge_id` | str | `{state_fips}_{county_fips}_{structure_number}` — primary key |
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| `year` | int | Inspection year (2000–2023) |
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| `state_code` | str | 2-digit FIPS state code (e.g. `"48"` = TX) |
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| `county_code` | str | 3-digit FIPS county code |
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| `county_fips` | str | `state_code + county_code` — used to join NOAA storm data |
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| `structure_number` | str | FHWA structure number (whitespace-stripped) |
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| `latitude` | float | Decimal degrees WGS-84 North |
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| `longitude` | float | Decimal degrees WGS-84 West (negative) |
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### Design & Material
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| Column | NBI Item | Description |
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|--------|----------|-------------|
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| `year_built` | 027 | Year of original construction |
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| `year_reconstructed` | 106 | Year of major reconstruction; `0` = never reconstructed |
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| `main_span_material` | 043A | Main span material (`1`=Concrete, `3`=Steel, `5`=PSC, `7`=Wood) |
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| `main_span_design` | 043B | Main span design type (`01`=Slab, `02`=Stringer, `05`=Box Beam) |
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| `deck_structure_type` | 107 | Deck type (`1`=CIP Concrete, `2`=Precast, `3`=Open Grating) |
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| `wearing_surface_type` | 108A | Wearing surface (`0`=Monolithic, `1`=Bituminous, `4`=Epoxy) |
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| `membrane_type` | 108B | Waterproofing membrane (`0`=None, `1`=Built-up, `3`=Epoxy) |
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| `deck_protection` | 108C | Rebar protection (`0`=None, `1`=Epoxy, `2`=Galvanized, `4`=Cathodic) |
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| `design_load` | 031 | Design load standard (`5`=MS18+, `A`=HL-93) |
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| `num_spans_main` | 045 | Number of spans in main unit |
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| `max_span_length` | 048 | Maximum span length (metres) |
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| `structure_length` | 049 | Total structure length (metres) |
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| `deck_width` | 052 | Out-to-out deck width (metres) |
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| `scour_critical` | 113 | Scour criticality (`3`=Critical, `8`=Not critical, `N`=Not over water) |
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### Operational
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| Column | NBI Item | Description |
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|--------|----------|-------------|
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| `adt` | 029 | Average Daily Traffic (vehicles/day) |
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| `adtt_pct` | 109 | Truck percentage of ADT (%) |
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| `operating_rating` | 064 | Operating load rating (metric tons) |
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| `functional_class` | 026 | Route classification (`01`=Rural Interstate, `09`=Rural Local) |
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### Condition Ratings (0–9 scale: 9=Excellent, 0=Failed)
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| Column | NBI Item | Description |
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|--------|----------|-------------|
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| `deck_cond` | 058 | Deck condition rating — primary ML target source |
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| `superstructure_cond` | 059 | Superstructure condition rating |
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| `substructure_cond` | 060 | Substructure condition rating |
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| `culvert_cond` | 062 | Culvert condition rating (`N` for non-culverts) |
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### Derived Features & Target
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| Column | Description |
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|--------|-------------|
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| `bridge_id` | Synthetic primary key: `{state_code}_{county_code}_{structure_number}` |
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| `age` | `year − year_built`; negative values set to NaN |
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| `deck_area` | `deck_width × structure_length` (m²) |
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| `deck_cond_num` | `deck_cond` cast to integer; culverts (`N`) filtered out |
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| `future_deck_cond_5yr` | Deck rating at `year + 5`; NaN if no future inspection |
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| `deck_drop_5yr` | **ML target**: 1 if deck dropped ≥1 point in 5yr, 0 if stable, NaN if censored/repaired |
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## ML Target (`deck_drop_5yr`)
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Binary classification: did this bridge's deck condition rating drop by ≥ 1 point
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within the next 5 years?
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| Value | Meaning |
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|-------|---------|
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| `1` | Deck rating at `t+5` is at least 1 point lower → deteriorated |
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| `0` | Deck rating at `t+5` is the same → stable |
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| `NaN` | Censored (no future inspection) or repaired (rating went up) |
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Positive rate: ~25% (5-year horizon). Rows from 2019–2023 are censored (no future data).
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## Data Quality Notes
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- Zero-encoded coordinates (`LAT=00000000`) are dropped.
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- Longitude values outside `[-180, 0]` are dropped.
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- Only NBI record type `1` (main records) is kept; continuation records are excluded.
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- Culverts (`deck_cond = 'N'`) are excluded from the ML panel.
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- Duplicate bridge records (same `bridge_id` + `year`) are deduplicated by keeping the first.
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## Join Key
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Join other bridgedeck datasets to NBI on:
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- `(bridge_id, year)` for time-varying datasets (PRISM, NOAA)
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- `bridge_id` for static datasets (NSHM, NFHL)
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- `state_code` for state-level datasets (Salt)
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## Related Datasets
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| Repo | Description |
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|------|-------------|
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| `sweetapricity/bridgedeck-nbi` | **This dataset** — National Bridge Inventory, 2000–2023 |
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| `sweetapricity/bridgedeck-prism` | PRISM climate features at bridge locations, 2000–2023 |
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| `sweetapricity/bridgedeck-noaa` | NOAA storm event counts by county, 2000–2023 |
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| `sweetapricity/bridgedeck-nshm` | USGS seismic hazard at bridge locations (static) |
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| `sweetapricity/bridgedeck-nfhl` | FEMA flood zone classification at bridge locations (static) |
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| `sweetapricity/bridgedeck-salt` | USGS road salt tiers by state (static) |
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## Paper
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> Ibrahim, A., Abdelkhalek, S., Zayed, T., Qureshi, A. H., & Mohammed Abdelkader, E.
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> (2024). A comprehensive review of the key deterioration factors of concrete bridge
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> decks. *Buildings*, 14(11), 3425.
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