FHWA NBI 2024 Inspection record Public-domain dataset

SH 6 ML

Carrying SH 6 ML over SAND CREEK

VASQUEZ/56th AVE S OF 270, Adams, Colorado

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
28 t Inventory load rating

Bridge Snapshot: SH 6 ML

The SH 6 ML bridge in Adams, Colorado carries SH 6 ML over SAND CREEK. It was built in 1940, making it 86 years old today. It was last reconstructed in 1971, extending its service life. The structure is built primarily of steel and spans 8 sections, stretching 110.4 meters (362 feet) end to end. Daily traffic averages 40,000 vehicles, placing it in the heavily-trafficked tier of Colorado bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 4/9, substructure at 4/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed. Its NBI inventory load rating is 27.6 metric tons.

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

How SH 6 ML compares

▼ 9.5
Load rating vs Colorado average (37.1 t)
Bottom 26%
Lower load rating than 74% of Colorado bridges
535
Bridges in Adams · 33 in Poor condition
SH 6 ML 27.6 t
Colorado average 37.1 t

Live comparison across Colorado.

Historical Sufficiency Rating

PlainBridge-computed
38.5 / 100 - historical 20–49.9 band
Structural adequacy /55
26.6
Serviceability /30
10.0
Essentiality /15
1.9
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
4/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
27.6 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1940
Last Reconstructed
1971
Material
Steel
Number of Spans
8
Structure Length
110.4 m (362 ft)
Deck Width
37.2 m (122 ft)
Owner
State Highway Agency
Avg Daily Traffic
40,000 vehicles/day
Structure Number
E-17-AT

Condition Analysis

  • The deck (driving surface) rates poor at 4/9, advanced deterioration that should be prioritized for repair.
  • The superstructure (beams and supports above the deck) is in poor condition (4/9), showing advanced deterioration that may require priority repair.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

SH 6 ML is in the federal Poor condition category. That is a component-based result, not a closure order.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Understand what Poor condition does and does not mean before drawing conclusions. Poor condition explained
  • Compare SH 6 ML against other structures in Adams and across Colorado. Colorado 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 6 ML?

SH 6 ML in Adams, Colorado has a deck rating of 4/9, superstructure rating of 4/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is SH 6 ML inspected?

SH 6 ML'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 40,000 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SH 6 ML is currently shown as Poor condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for SH 6 ML?

SH 6 ML has an NBI inventory load rating of 27.6 metric tons.

Who is responsible for maintaining SH 6 ML?

SH 6 ML is owned and maintained by State Highway Agency.

How old is SH 6 ML and does age affect safety?

SH 6 ML was built in 1940, making it 86 years old and last reconstructed in 1971.

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.