FHWA NBI 2024 Inspection record Public-domain dataset

W.F.GEORGE ACC. RD

Carrying W.F.GEORGE ACC. RD over RIVER BLUFF PARK ACC. RD

1 MI N. OF GEORGETOWN GA., Quitman, Georgia

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
32 t Inventory load rating

Bridge Snapshot: W.F.GEORGE ACC. RD

The W.F.GEORGE ACC. RD bridge in Quitman, Georgia carries W.F.GEORGE ACC. RD over RIVER BLUFF PARK ACC. RD. It was built in 1963, making it 63 years old today. It was last reconstructed in 1984, extending its service life. The structure is built primarily of prestressed concrete and spans 3 sections, stretching 13.6 meters (45 feet) end to end. Daily traffic averages 125 vehicles, placing it in the lower-traffic tier of Georgia bridges. It is owned and maintained by Army Corps of Engineers.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 3/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed. Its NBI inventory load rating is 32.4 metric tons.

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

How W.F.GEORGE ACC. RD compares

▼ 1.7
Load rating vs Georgia average (34.1 t)
Top 49%
Higher load rating than 51% of Georgia bridges
20
Bridges in Quitman · 2 in Poor condition
W.F.GEORGE ACC. RD 32.4 t
Georgia average 34.1 t

Live comparison across Georgia.

Historical Sufficiency Rating

PlainBridge-computed
38.6 / 100 - historical 20–49.9 band
Structural adequacy /55
15.0
Serviceability /30
12.3
Essentiality /15
11.4
Special reductions
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 How the historical reference is calculated.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
7/9
Good (7–9)
Substructure
3/9
Poor (1–4)
Inventory Load Rating
32.4 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1963
Last Reconstructed
1984
Material
Prestressed Concrete
Number of Spans
3
Structure Length
13.6 m (45 ft)
Deck Width
7.5 m (25 ft)
Owner
Army Corps of Engineers
Avg Daily Traffic
125 vehicles/day
Structure Number
CEPSAMGA0000003

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) rates good at 7/9, with no significant deterioration on file.
  • The substructure (piers and abutments) is in poor condition (3/9), showing advanced deterioration that may require priority repair.

How to read this record

W.F.GEORGE ACC. RD 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 W.F.GEORGE ACC. RD against other structures in Quitman and across Georgia. Georgia 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 W.F.GEORGE ACC. RD?

W.F.GEORGE ACC. RD in Quitman, Georgia has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 3/9 on the FHWA's 0–9 scale.

How often is W.F.GEORGE ACC. RD inspected?

W.F.GEORGE ACC. RD'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 125 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. W.F.GEORGE ACC. RD 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 W.F.GEORGE ACC. RD?

W.F.GEORGE ACC. RD has an NBI inventory load rating of 32.4 metric tons.

Who is responsible for maintaining W.F.GEORGE ACC. RD?

W.F.GEORGE ACC. RD is owned and maintained by Army Corps of Engineers.

How old is W.F.GEORGE ACC. RD and does age affect safety?

W.F.GEORGE ACC. RD was built in 1963, making it 63 years old and last reconstructed in 1984.

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.