FHWA NBI 2024 Inspection record Public-domain dataset

PHILO GREENWOOD RD

Carrying PHILO GREENWOOD RD over NAVARRO RIVER

0.4 MI W OF SR 128, Mendocino, California

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
17 t Inventory load rating

Bridge Snapshot: PHILO GREENWOOD RD

The PHILO GREENWOOD RD bridge in Mendocino, California carries PHILO GREENWOOD RD over NAVARRO RIVER. It was built in 1949, making it 77 years old today. It was last reconstructed in 1951, extending its service life. The structure is built primarily of concrete and spans 3 sections, stretching 107.3 meters (352 feet) end to end. Daily traffic averages 418 vehicles, placing it in the lower-traffic tier of California bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 5/9, superstructure at 5/9, substructure at 4/9. The weakest component sits in poor condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules. Its NBI inventory load rating is 17.2 metric tons.

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

How PHILO GREENWOOD RD compares

▼ 14.1
Load rating vs California average (31.3 t)
Bottom 9%
Lower load rating than 91% of California bridges
357
Bridges in Mendocino · 26 in Poor condition
PHILO GREENWOOD RD 17.2 t
California average 31.3 t

Live comparison across California.

Historical Sufficiency Rating

PlainBridge-computed
35.2 / 100 - historical 20–49.9 band
Structural adequacy /55
10.7
Serviceability /30
14.3
Essentiality /15
10.3
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
17.2 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1949
Last Reconstructed
1951
Material
Concrete
Number of Spans
3
Structure Length
107.3 m (352 ft)
Deck Width
5.7 m (19 ft)
Owner
County Highway Agency
Avg Daily Traffic
418 vehicles/day
Structure Number
10C0032

Condition Analysis

  • The deck (driving surface) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • At 5/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

PHILO GREENWOOD RD 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 PHILO GREENWOOD RD against other structures in Mendocino and across California. California 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 PHILO GREENWOOD RD?

PHILO GREENWOOD RD in Mendocino, California has a deck rating of 5/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is PHILO GREENWOOD RD inspected?

PHILO GREENWOOD RD'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 418 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. PHILO GREENWOOD RD 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 PHILO GREENWOOD RD?

PHILO GREENWOOD RD has an NBI inventory load rating of 17.2 metric tons.

Who is responsible for maintaining PHILO GREENWOOD RD?

PHILO GREENWOOD RD is owned and maintained by County Highway Agency.

How old is PHILO GREENWOOD RD and does age affect safety?

PHILO GREENWOOD RD was built in 1949, making it 77 years old and last reconstructed in 1951.

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.