FHWA NBI 2024 Inspection record Public-domain dataset

US 19- SR 300 SBL

Carrying US 19- SR 300 SBL over RACCOON CREEK

APP .3 MI S OF JCT SR 93, Mitchell, Georgia

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
27 t Inventory load rating Lower than 59% of rated Georgia bridges

US 19- SR 300 SBL in Mitchell, Georgia sits above 41% of rated Georgia bridges on inventory load rating (27 t), while its 1960 build year is earlier than 67% of Mitchell's recorded-year cohort (111 bridges).

US 19- SR 300 SBL in Mitchell, Georgia is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 1960, 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 GA:000000020500550

INTERSTATE-ERA · CONCRETE · MULTI-SPAN · TIED-CTRL · HEAVY-ADT · STANDARD-LOAD · CAT-GOOD

  • INTERSTATE-ERA 1950–1979
  • CONCRETE Concrete
  • MULTI-SPAN 3 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: US 19- SR 300 SBL

The US 19- SR 300 SBL bridge in Mitchell, Georgia carries US 19- SR 300 SBL over RACCOON CREEK. It was built in 1960, making it 66 years old today. The structure is built primarily of concrete and spans 3 sections, stretching 32.9 meters (108 feet) end to end. Daily traffic averages 11,780 vehicles, placing it in the heavily-trafficked tier of Georgia 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 US 19- SR 300 SBL compares

▼ 6.3
Load rating vs Georgia average (33.5 t; 15,056 of 15,069 rated)
111
Bridges in Mitchell · 2 in Poor condition

Age against the county: built in 1960, earlier than 74 of Mitchell's 111 bridges with a recorded construction year (67%), against a county median build year of 1974. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

US 19- SR 300 SBL 27.2 t
Georgia average (15,056 of 15,069 rated) 33.5 t

Live comparison across Georgia bridges with a recorded inventory load rating (15,056 of 15,069 rated).

US 19- SR 300 SBL vs every rated Georgia bridge

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

27 Top 59% higher than 41% of 15,056 bridges

rated Georgia 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
27.2 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.

Mitchell inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 111 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
1960
Material
Concrete
Number of Spans
3
Structure Length
32.9 m (108 ft)
Deck Width
10.4 m (34 ft)
Owner
State Highway Agency
Avg Daily Traffic
11,780 vehicles/day
Structure Number
000000020500550

Condition Analysis

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

How to read this record

This page shows what the last federal inspection recorded, not whether US 19- SR 300 SBL 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 US 19- SR 300 SBL against other structures in Mitchell 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 US 19- SR 300 SBL?

US 19- SR 300 SBL in Mitchell, Georgia 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 US 19- SR 300 SBL inspected?

US 19- SR 300 SBL'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 11,780 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. US 19- SR 300 SBL 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 US 19- SR 300 SBL?

US 19- SR 300 SBL has an NBI inventory load rating of 27.2 metric tons.

Who is responsible for maintaining US 19- SR 300 SBL?

US 19- SR 300 SBL is owned and maintained by State Highway Agency.

How old is US 19- SR 300 SBL and does age affect safety?

US 19- SR 300 SBL was built in 1960, making it 66 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

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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.