FHWA NBI 2024 Inspection record Public-domain dataset

SH 128-7 Log 9.13

Carrying SH 128-7 Log 9.13 over DELISLE CREEK

0.43 MI SO JCT 84, Hot Spring, Arkansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
23 t Inventory load rating

Bridge Snapshot: SH 128-7 Log 9.13

The SH 128-7 Log 9.13 bridge in Hot Spring, Arkansas carries SH 128-7 Log 9.13 over DELISLE CREEK. It was built in 1971, making it 55 years old today. The structure is built primarily of concrete and spans 2 sections, stretching 9.1 meters (30 feet) end to end. Daily traffic averages 880 vehicles, placing it in the lower-traffic tier of Arkansas bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 8/9, superstructure at 8/9, substructure at 6/9. The weakest component sits in fair condition. All reported major components score above the Poor range. Its NBI inventory load rating is 22.7 metric tons.

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

How SH 128-7 Log 9.13 compares

▼ 2.2
Load rating vs Arkansas average (24.9 t)
Bottom 36%
Lower load rating than 64% of Arkansas bridges
110
Bridges in Hot Spring · 2 in Poor condition
SH 128-7 Log 9.13 22.7 t
Arkansas average 24.9 t

Live comparison across Arkansas.

Historical Sufficiency Rating

PlainBridge-computed
77.2 / 100 - historical 50–79.9 band
Structural adequacy /55
45.2
Serviceability /30
20.9
Essentiality /15
14.2
Special reductions
−3.0

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 How the historical reference is calculated.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
8/9
Good (7–9)
Superstructure
8/9
Good (7–9)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
22.7 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1971
Material
Concrete
Number of Spans
2
Structure Length
9.1 m (30 ft)
Deck Width
8.7 m (29 ft)
Owner
State Highway Agency
Avg Daily Traffic
880 vehicles/day
Structure Number
0000000000M3270

Condition Analysis

  • The deck (driving surface) rates good at 8/9, with no significant deterioration on file.
  • The superstructure (beams and supports above the deck) rates good at 8/9, with no significant deterioration on file.
  • 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 SH 128-7 Log 9.13 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 SH 128-7 Log 9.13 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 SH 128-7 Log 9.13?

SH 128-7 Log 9.13 in Hot Spring, Arkansas has a deck rating of 8/9, superstructure rating of 8/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is SH 128-7 Log 9.13 inspected?

SH 128-7 Log 9.13'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 880 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SH 128-7 Log 9.13 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 SH 128-7 Log 9.13?

SH 128-7 Log 9.13 has an NBI inventory load rating of 22.7 metric tons.

Who is responsible for maintaining SH 128-7 Log 9.13?

SH 128-7 Log 9.13 is owned and maintained by State Highway Agency.

How old is SH 128-7 Log 9.13 and does age affect safety?

SH 128-7 Log 9.13 was built in 1971, making it 55 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.