FHWA NBI 2024 Inspection record Public-domain dataset

SH 183 WB Toll

Carrying SH 183 WB Toll over Regal Row

1.40 Mi NW of IH 35E, Dallas, Texas

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
33 t Inventory load rating Higher than 53% of rated Texas bridges

SH 183 WB Toll in Dallas, Texas sits above 53% of rated Texas bridges on inventory load rating (33 t), while its 1961 build year is earlier than 85% of Dallas's recorded-year cohort (3,230 bridges).

SH 183 WB Toll in Dallas, Texas is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 1961, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 7. The lowest applicable rating sets the federal condition category, so this Good result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure TX:180570009407102

INTERSTATE-ERA · PRESTRESS · LONG-SPAN-RUN · TIED-CTRL · HEAVY-ADT · STANDARD-LOAD · CAT-GOOD

  • INTERSTATE-ERA 1950–1979
  • PRESTRESS Prestressed concrete
  • LONG-SPAN-RUN 4 spans
  • TIED-CTRL Tied control
  • HEAVY-ADT Heavy ADT
  • STANDARD-LOAD Standard load
  • CAT-GOOD Good

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: SH 183 WB Toll

The SH 183 WB Toll bridge in Dallas, Texas carries SH 183 WB Toll over Regal Row. It was built in 1961, making it 65 years old today. It was last reconstructed in 1982, extending its service life. The structure is built primarily of prestressed concrete and spans 4 sections, stretching 45.7 meters (150 feet) end to end. Daily traffic averages 10,000 vehicles, placing it in the moderately-trafficked tier of Texas bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 7/9. The weakest component sits in good condition. None of this bridge's reported major components fall into the Poor condition range.

How SH 183 WB Toll compares

▲ 3.7
Load rating vs Texas average (29.0 t; 56,715 of 56,729 rated)
3,230
Bridges in Dallas · 33 in Poor condition

Age against the county: built in 1961, earlier than 2,752 of Dallas's 3,230 bridges with a recorded construction year (85%), against a county median build year of 1981. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

SH 183 WB Toll 32.7 t
Texas average (56,715 of 56,729 rated) 29.0 t

Live comparison across Texas bridges with a recorded inventory load rating (56,715 of 56,729 rated).

SH 183 WB Toll vs every rated Texas bridge

Inventory load rating (metric tons), FHWA NBI, this state

33 Top 47% higher than 53% of 56,715 bridges

rated Texas bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

Deck
7/9
Good (7–9)
Superstructure
7/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
32.7 t
NBI inventory level (metric tons)
Overall Condition
Good

Full 0–9 scale + sufficiency-rating breakdown: how condition ratings work.

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Dallas inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 3,230 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
1961
Last Reconstructed
1982
Material
Prestressed Concrete
Number of Spans
4
Structure Length
45.7 m (150 ft)
Deck Width
20.4 m (67 ft)
Owner
State Highway Agency
Avg Daily Traffic
10,000 vehicles/day
Structure Number
180570009407102

Condition Analysis

  • The deck (driving surface) rates good at 7/9, with no significant deterioration on file.
  • The superstructure (beams and supports above the deck) is in good condition (7/9), showing no significant deterioration.
  • The substructure (piers and abutments) rates good at 7/9, with no significant deterioration on file.

How to read this record

This page shows what the last federal inspection recorded, not whether SH 183 WB Toll is safe to cross today. Here is how to use it.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Learn how the 0–9 condition scale and Good/Fair/Poor categories are defined. How condition ratings work
  • Compare SH 183 WB Toll against other structures in Dallas and across Texas. Texas bridges
  • Noticed visible damage or a safety concern? Report it to the agency that owns the bridge, or call 911 in an emergency. How to report a bridge

Condition codes come straight from the FHWA National Bridge Inventory and are not a real-time safety judgment. Only the owning agency, a state DOT, county, or other owner, can post, restrict, or close a bridge.

Frequently Asked Questions

What do the condition ratings mean for SH 183 WB Toll?

SH 183 WB Toll in Dallas, Texas has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is SH 183 WB Toll inspected?

SH 183 WB Toll's responsible agency sets its routine interval under FHWA's risk-based inspection rules; this page does not expose the scheduled interval. It carries about 10,000 vehicles per day.

What does “structurally deficient” mean in older bridge reports?

FHWA retired that reported status beginning with the 2018 archive. SH 183 WB Toll is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for SH 183 WB Toll?

SH 183 WB Toll has an NBI inventory load rating of 32.7 metric tons.

Who is responsible for maintaining SH 183 WB Toll?

SH 183 WB Toll is owned and maintained by State Highway Agency.

How old is SH 183 WB Toll and does age affect safety?

SH 183 WB Toll was built in 1961, making it 65 years old and last reconstructed in 1982.

Disclaimer: Bridge condition data is from the FHWA NBI and reflects the last reported inspection. A Poor condition rating is not a live declaration that a bridge is closed or unsafe for travel. For current closure, posting, or safety information, contact the responsible transportation agency.

Data sourced from the Federal Highway Administration National Bridge Inventory. See our methodology for details. Retrieved and formatted by PlainBridges

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Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

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Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.