FHWA NBI 2024 Inspection record Public-domain dataset

WEST CHILHOWIE ST.

Carrying WEST CHILHOWIE ST. over HUNGRY MOTHER CREEK

.3 FR MAR CL-1.1 TO 665, Smyth, Virginia

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
65 t Inventory load rating

Bridge Snapshot: WEST CHILHOWIE ST.

The WEST CHILHOWIE ST. bridge in Smyth, Virginia carries WEST CHILHOWIE ST. over HUNGRY MOTHER CREEK. It was built in 1986, making it 40 years old today. The structure is built primarily of concrete continuous and spans 2 sections, stretching 22.9 meters (75 feet) end to end. Daily traffic averages 315 vehicles, placing it in the lower-traffic tier of Virginia bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 6/9, substructure at 6/9. The weakest component sits in fair condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 65.3 metric tons.

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

How WEST CHILHOWIE ST. compares

▲ 19.3
Load rating vs Virginia average (46.0 t)
Top 16%
Higher load rating than 84% of Virginia bridges
190
Bridges in Smyth · 7 in Poor condition
WEST CHILHOWIE ST. 65.3 t
Virginia average 46.0 t

Live comparison across Virginia.

Historical Sufficiency Rating

PlainBridge-computed
97.9 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
30.0
Essentiality /15
14.9
Special reductions
−2.0

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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
6/9
Fair (5–6)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
65.3 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1986
Material
Concrete Continuous
Number of Spans
2
Structure Length
22.9 m (75 ft)
Deck Width
9.8 m (32 ft)
Owner
State Highway Agency
Avg Daily Traffic
315 vehicles/day
Structure Number
000000000017647

Condition Analysis

  • The deck (driving surface) rates fair at 6/9, minor deterioration that routine maintenance should address.
  • The superstructure (beams and supports above the deck) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • The substructure (piers and abutments) is in fair condition (6/9), with minor deterioration that may require routine maintenance.

How to read this record

This page shows what the last federal inspection recorded, not whether WEST CHILHOWIE ST. 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 WEST CHILHOWIE ST. against other structures in Smyth and across Virginia. Virginia 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 WEST CHILHOWIE ST.?

WEST CHILHOWIE ST. in Smyth, Virginia has a deck rating of 6/9, superstructure rating of 6/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is WEST CHILHOWIE ST. inspected?

WEST CHILHOWIE ST.'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 315 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. WEST CHILHOWIE ST. is currently shown as Fair condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for WEST CHILHOWIE ST.?

WEST CHILHOWIE ST. has an NBI inventory load rating of 65.3 metric tons.

Who is responsible for maintaining WEST CHILHOWIE ST.?

WEST CHILHOWIE ST. is owned and maintained by State Highway Agency.

How old is WEST CHILHOWIE ST. and does age affect safety?

WEST CHILHOWIE ST. was built in 1986, making it 40 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.