FHWA NBI 2024 Inspection record Public-domain dataset

T536; MAPLE STREET

Carrying T536; MAPLE STREET over SOUTH BR CODORUS CREEK

0.25S 7VALLEYS/S.BR.CODOR, York, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
25 t Inventory load rating

Bridge Snapshot: T536; MAPLE STREET

The T536; MAPLE STREET bridge in York, Pennsylvania carries T536; MAPLE STREET over SOUTH BR CODORUS CREEK. It was built in 1955, making it 71 years old today. The structure is built primarily of prestressed concrete and spans 2 sections, stretching 15.2 meters (50 feet) end to end. Daily traffic averages 236 vehicles, placing it in the lower-traffic tier of Pennsylvania bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 4/9, substructure at 4/9. The weakest component sits in poor condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules. Its NBI inventory load rating is 25.4 metric tons.

Sourced from the FHWA National Bridge Inventory. See our methodology for refresh cadence and NBI release vintage.

How T536; MAPLE STREET compares

▼ 13.9
Load rating vs Pennsylvania average (39.3 t)
Bottom 11%
Lower load rating than 89% of Pennsylvania bridges
569
Bridges in York · 69 in Poor condition
T536; MAPLE STREET 25.4 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
56.9 / 100 - historical 50–79.9 band
Structural adequacy /55
24.0
Serviceability /30
19.0
Essentiality /15
14.9
Special reductions
−1.0

FHWA discontinued this calculated item; it does not determine current condition, funding eligibility, posting, or closure. How the historical reference is calculated.

Condition Ratings

Deck
7/9
Good (7–9)
Superstructure
4/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
25.4 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1955
Material
Prestressed Concrete
Number of Spans
2
Structure Length
15.2 m (50 ft)
Deck Width
5.5 m (18 ft)
Owner
County Highway Agency
Avg Daily Traffic
236 vehicles/day
Structure Number
000000000038087

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • The superstructure (beams and supports above the deck) is in poor condition (4/9), showing advanced deterioration that may require priority repair.
  • The substructure (piers and abutments) rates poor at 4/9, advanced deterioration that should be prioritized for repair.

How to read this record

T536; MAPLE STREET is in the federal Poor condition category. That is a component-based result, not a closure order.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Understand what Poor condition does and does not mean before drawing conclusions. Poor condition explained
  • Compare T536; MAPLE STREET against other structures in York and across Pennsylvania. Pennsylvania 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 T536; MAPLE STREET?

T536; MAPLE STREET in York, Pennsylvania has a deck rating of 7/9, superstructure rating of 4/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is T536; MAPLE STREET inspected?

T536; MAPLE STREET'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 236 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. T536; MAPLE STREET is currently shown as Poor condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for T536; MAPLE STREET?

T536; MAPLE STREET has an NBI inventory load rating of 25.4 metric tons.

Who is responsible for maintaining T536; MAPLE STREET?

T536; MAPLE STREET is owned and maintained by County Highway Agency.

How old is T536; MAPLE STREET and does age affect safety?

T536; MAPLE STREET was built in 1955, making it 71 years old.

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

Every figure on PlainBridge is rendered directly from federal source data, no number is typed in by an editor. This page draws directly on federal source data, no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error.