FHWA NBI 2024 Inspection record Public-domain dataset

CR 1000-G Lawrence

Carrying CR 1000-G Lawrence over Fourche a Loupe Cr.

.2 M S SH 7 @ Gar. Co., Hot Spring, Arkansas

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Fair
26 t Inventory load rating Lower than 54% of rated Arkansas bridges

CR 1000-G Lawrence in Hot Spring, Arkansas is rated Fair in the FHWA's 2024 National Bridge Inventory.

Built in 1975, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 6. The lowest applicable rating sets the federal condition category, so this Fair 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 AR:000000000022980

INTERSTATE-ERA · CONCRETE · SINGLE-SPAN · SUB-LED · LOCAL-ADT · STANDARD-LOAD · CAT-FAIR

  • INTERSTATE-ERA 1950–1979
  • CONCRETE Concrete
  • SINGLE-SPAN Single span
  • SUB-LED Substructure-led
  • LOCAL-ADT Local ADT
  • STANDARD-LOAD Standard load
  • CAT-FAIR Fair

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: CR 1000-G Lawrence

The CR 1000-G Lawrence bridge in Hot Spring, Arkansas carries CR 1000-G Lawrence over Fourche a Loupe Cr.. It was built in 1975, making it 51 years old today. The structure is built primarily of concrete and spans 1 section, stretching 9.4 meters (31 feet) end to end. Daily traffic averages 95 vehicles, placing it in the lower-traffic tier of Arkansas bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 6/9. The weakest component sits in fair condition. All reported major components score above the Poor range.

How CR 1000-G Lawrence compares

▲ 0.2
Load rating vs Arkansas average (26.1 t; 12,914 of 12,974 rated)
222
Bridges in Hot Spring · 11 in Poor condition

Age against the county: built in 1975, earlier than 103 of Hot Spring's 222 bridges with a recorded construction year (46%), against a county median build year of 1967. This is one of the newer structures in its county.

CR 1000-G Lawrence 26.3 t
Arkansas average (12,914 of 12,974 rated) 26.1 t

Live comparison across Arkansas bridges with a recorded inventory load rating (12,914 of 12,974 rated).

CR 1000-G Lawrence vs every rated Arkansas bridge

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

26 Top 54% higher than 46% of 12,914 bridges

rated Arkansas 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
6/9
Fair (5–6)
Inventory Load Rating
26.3 t
NBI inventory level (metric tons)
Overall Condition
Fair

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.

Hot Spring inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 222 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
1975
Material
Concrete
Number of Spans
1
Structure Length
9.4 m (31 ft)
Deck Width
8.0 m (26 ft)
Owner
County Highway Agency
Avg Daily Traffic
95 vehicles/day
Structure Number
000000000022980

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 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 CR 1000-G Lawrence 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 CR 1000-G Lawrence against other structures in Hot Spring and across Arkansas. Arkansas 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 CR 1000-G Lawrence?

CR 1000-G Lawrence in Hot Spring, Arkansas has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is CR 1000-G Lawrence inspected?

CR 1000-G Lawrence'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 95 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CR 1000-G Lawrence 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 CR 1000-G Lawrence?

CR 1000-G Lawrence has an NBI inventory load rating of 26.3 metric tons.

Who is responsible for maintaining CR 1000-G Lawrence?

CR 1000-G Lawrence is owned and maintained by County Highway Agency.

How old is CR 1000-G Lawrence and does age affect safety?

CR 1000-G Lawrence was built in 1975, making it 51 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.