FHWA NBI 2024 Inspection record Public-domain dataset

EAST 18TH ST-1.04

Carrying EAST 18TH ST-1.04 over NIX CREEK (CITY)

0.5 M W JCT US 67&18TH ST, Miller, Arkansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
28 t Inventory load rating

Bridge Snapshot: EAST 18TH ST-1.04

The EAST 18TH ST-1.04 bridge in Miller, Arkansas carries EAST 18TH ST-1.04 over NIX CREEK (CITY). It was built in 1995, making it 31 years old today. The structure is built primarily of concrete and spans 2 sections, stretching 18.9 meters (62 feet) end to end. Daily traffic averages 2,000 vehicles, placing it in the moderately-trafficked tier of Arkansas bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 7/9, substructure at 7/9. The weakest component sits in fair condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 28.1 metric tons.

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

How EAST 18TH ST-1.04 compares

▲ 3.2
Load rating vs Arkansas average (24.9 t)
Top 37%
Higher load rating than 63% of Arkansas bridges
130
Bridges in Miller · 3 in Poor condition
EAST 18TH ST-1.04 28.1 t
Arkansas average 24.9 t

Live comparison across Arkansas.

Historical Sufficiency Rating

PlainBridge-computed
94.6 / 100 - historical 80–100 band
Structural adequacy /55
52.1
Serviceability /30
30.0
Essentiality /15
14.5
Special reductions
−2.0

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 How the historical reference is calculated.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

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

Structural Details

Year Built
1995
Material
Concrete
Number of Spans
2
Structure Length
18.9 m (62 ft)
Deck Width
11.5 m (38 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
2,000 vehicles/day
Structure Number
000000000021639

Condition Analysis

  • The deck (driving surface) rates fair at 6/9, minor deterioration that routine maintenance should address.
  • The superstructure (beams and supports above the deck) rates good at 7/9, with no significant deterioration on file.
  • The substructure (piers and abutments) rates good at 7/9, with no significant deterioration on file.

How to read this record

This page shows what the last federal inspection recorded, not whether EAST 18TH ST-1.04 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 EAST 18TH ST-1.04 against other structures in Miller 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 EAST 18TH ST-1.04?

EAST 18TH ST-1.04 in Miller, Arkansas has a deck rating of 6/9, superstructure rating of 7/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is EAST 18TH ST-1.04 inspected?

EAST 18TH ST-1.04'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 2,000 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. EAST 18TH ST-1.04 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 EAST 18TH ST-1.04?

EAST 18TH ST-1.04 has an NBI inventory load rating of 28.1 metric tons.

Who is responsible for maintaining EAST 18TH ST-1.04?

EAST 18TH ST-1.04 is owned and maintained by City/Municipal Highway Agency.

How old is EAST 18TH ST-1.04 and does age affect safety?

EAST 18TH ST-1.04 was built in 1995, making it 31 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.