FHWA NBI 2024 Inspection record Public-domain dataset

Sh118/Sec-3/L10.60

Carrying Sh118/Sec-3/L10.60 over Chatman Branch

3.9 Mi N Jct Sh 118 Us 64, Crittenden, Arkansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
5 t Inventory load rating

Bridge Snapshot: Sh118/Sec-3/L10.60

The Sh118/Sec-3/L10.60 bridge in Crittenden, Arkansas carries Sh118/Sec-3/L10.60 over Chatman Branch. It was built in 1919, making it 107 years old today. It was last reconstructed in 1954, extending its service life. The structure is built primarily of wood or timber and spans 3 sections, stretching 14.3 meters (47 feet) end to end. Daily traffic averages 230 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 6/9, superstructure at 5/9, substructure at 5/9. The weakest component sits in fair condition. All reported major components score above the Poor range. Its NBI inventory load rating is 4.5 metric tons.

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

How Sh118/Sec-3/L10.60 compares

▼ 20.4
Load rating vs Arkansas average (24.9 t)
Bottom 1%
Lower load rating than 99% of Arkansas bridges
108
Bridges in Crittenden · 7 in Poor condition
Sh118/Sec-3/L10.60 4.5 t
Arkansas average 24.9 t

Live comparison across Arkansas.

Historical Sufficiency Rating

PlainBridge-computed
31.2 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
16.5
Essentiality /15
14.7
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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
4.5 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1919
Last Reconstructed
1954
Material
Wood or Timber
Number of Spans
3
Structure Length
14.3 m (47 ft)
Deck Width
7.1 m (23 ft)
Owner
State Highway Agency
Avg Daily Traffic
230 vehicles/day
Structure Number
0000000000M1829

Condition Analysis

  • The deck (driving surface) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • The superstructure (beams and supports above the deck) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • The substructure (piers and abutments) rates fair at 5/9, minor deterioration that routine maintenance should address.

How to read this record

This page shows what the last federal inspection recorded, not whether Sh118/Sec-3/L10.60 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 Sh118/Sec-3/L10.60 against other structures in Crittenden 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 Sh118/Sec-3/L10.60?

Sh118/Sec-3/L10.60 in Crittenden, Arkansas has a deck rating of 6/9, superstructure rating of 5/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is Sh118/Sec-3/L10.60 inspected?

Sh118/Sec-3/L10.60'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 230 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. Sh118/Sec-3/L10.60 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 Sh118/Sec-3/L10.60?

Sh118/Sec-3/L10.60 has an NBI inventory load rating of 4.5 metric tons.

Who is responsible for maintaining Sh118/Sec-3/L10.60?

Sh118/Sec-3/L10.60 is owned and maintained by State Highway Agency.

How old is Sh118/Sec-3/L10.60 and does age affect safety?

Sh118/Sec-3/L10.60 was built in 1919, making it 107 years old and last reconstructed in 1954.

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.