FHWA NBI 2024 Inspection record Public-domain dataset

COLL 7625

Carrying COLL 7625 over PRAIRIE CREEK

3.2W 4.6N CLARKS, Merrick, Nebraska

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
37 t Inventory load rating

Bridge Snapshot: COLL 7625

The COLL 7625 bridge in Merrick, Nebraska carries COLL 7625 over PRAIRIE CREEK. It was built in 1988, making it 38 years old today. The structure is built primarily of concrete continuous and spans 3 sections, stretching 26.5 meters (87 feet) end to end. Daily traffic averages 50 vehicles, placing it in the lower-traffic tier of Nebraska bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 9/9, superstructure at 9/9, substructure at 9/9. The weakest component sits in good condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 37.0 metric tons.

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

How COLL 7625 compares

▲ 9.3
Load rating vs Nebraska average (27.7 t)
Top 20%
Higher load rating than 80% of Nebraska bridges
173
Bridges in Merrick · 15 in Poor condition
COLL 7625 37.0 t
Nebraska average 27.7 t

Live comparison across Nebraska.

Historical Sufficiency Rating

PlainBridge-computed
97.4 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
30.0
Essentiality /15
14.7
Special reductions
−2.3

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 How the historical reference is calculated.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

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

Structural Details

Year Built
1988
Material
Concrete Continuous
Number of Spans
3
Structure Length
26.5 m (87 ft)
Deck Width
9.2 m (30 ft)
Owner
County Highway Agency
Avg Daily Traffic
50 vehicles/day
Structure Number
C006114120

Condition Analysis

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

How to read this record

This page shows what the last federal inspection recorded, not whether COLL 7625 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 COLL 7625 against other structures in Merrick and across Nebraska. Nebraska 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 COLL 7625?

COLL 7625 in Merrick, Nebraska has a deck rating of 9/9, superstructure rating of 9/9, and substructure rating of 9/9 on the FHWA's 0–9 scale.

How often is COLL 7625 inspected?

COLL 7625'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 50 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. COLL 7625 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 COLL 7625?

COLL 7625 has an NBI inventory load rating of 37.0 metric tons.

Who is responsible for maintaining COLL 7625?

COLL 7625 is owned and maintained by County Highway Agency.

How old is COLL 7625 and does age affect safety?

COLL 7625 was built in 1988, making it 38 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.