Greenwood County, KS

216 public highway bridges

Greenwood County Bridge Snapshot

Greenwood County, Kansas contains 216 public highway bridges in the FHWA National Bridge Inventory. Roughly 26.4% are rated “Good,” 51.9% “Fair,” 21.8% “Poor,” and 21.8% are classified as structurally deficient — the federal designation for spans whose deck, superstructure, or substructure has been rated 4 or below on the 0–9 NBI scale. Structurally deficient does not mean unsafe to cross; it means the bridge is on the priority list for repair or replacement.

Inspections in KS are conducted by certified engineers from the state Department of Transportation on a 24-month cycle, and results are reported back to the FHWA each spring. The list below shows every NBI-tracked bridge in the county, sorted by inventory load rating. Use the “Sort by” controls to surface the lowest-rated spans first, and click any row for full inspection history, traffic counts, and condition trends.

Source: FHWA National Bridge Inventory. See methodology for full definitions.

216
Total Bridges
26.4%
Good
21.8%
Poor
21.8%
Structurally Deficient

Condition Distribution

Good
26.4% (57)
Fair
51.9% (112)
Poor
21.8% (47)
SD
21.8% (47)

All Bridges (216)

MINOR COL 20-E.8

Structurally Deficient

Over: WEST BRANCH FALL RIVER

5.0N 8.2W OF EUREKA, Greenwood, KS

Built 1909 Load: 6.4 t ADT: 21

CTY RD U (S-28.4)

Structurally Deficient

Over: TRIB. TO FALL RIVER

6.0E 3.4S OF EUREKA, Greenwood, KS

Built 1924 Load: 10.8 t ADT: 36

Township Rd 359

Structurally Deficient

Over: Walnut Creek

2.0E & 2.0S of Neal, Greenwood, KS

Built 1934 Load: 13.6 t ADT: 23

RS 291 BSN 260

Structurally Deficient

Over: SLATE CREEK

1.6W OF HAMILTON, Greenwood, KS

Built 1932 Load: 18.9 t ADT: 54

RS 291 BSN 270

Structurally Deficient

Over: TRIB. TO INDIAN CREEK

1.0W OF HAMILTON, Greenwood, KS

Built 1934 Load: 21.6 t ADT: 54

RS 780 BSN 415

Structurally Deficient

Over: SALT CREEK

3.0W OF SEVERY, Greenwood, KS

Built 1920 Load: 21.6 t ADT: 16

CTY RD 250(15-H.7)

Structurally Deficient

Over: EAST BRANCH FALL RIVER

6.0S 2.5E OF TEETERVILLE, Greenwood, KS

Built 1934 Load: 22.5 t ADT: 35

CTY RD 60 (34-X.4)

Structurally Deficient

Over: TRIB. TO FALL RIVER RES.

3.6W 5.0N OF FALL RIVER, Greenwood, KS

Built 1932 Load: 23.4 t ADT: 47

RD FF50 (D.5-30.7)

Structurally Deficient

Over: TRIB. VERDIGRIS RIVER

4.0E 6.7S OF NEAL, Greenwood, KS

Built 1936 Load: 24.3 t ADT: 44

RS 1360 BSN 650

Structurally Deficient

Over: TRIB. TO SPRING CREEK

9.0N 1.1W OF PIEDMONT, Greenwood, KS

Built 1930 Load: 32.4 t ADT: 46

RS 1399 BSN 800

Structurally Deficient

Over: TRIB. TO VERDIGRIS RIVER

3.2N 0.7E OF VIRGIL, Greenwood, KS

Built 1940 Load: 32.4 t ADT: 60

CTY RD P (N-5.1)

Structurally Deficient

Over: TRIB. TO BERNARD BRANCH

8.0W 1.0S OF MADISON, Greenwood, KS

Built 1925 Load: 32.4 t ADT: 28

CTY RD R (P-14.3)

Structurally Deficient

Over: TRIB. TO HOMER CREEK

5.0W OF HAMILTON, Greenwood, KS

Built 1924 Load: 32.4 t ADT: 22

CTY RD 320(8-R.7)

Structurally Deficient

Over: STREAM

4.0W 4.0S OF MADISON, Greenwood, KS

Built 1939 Load: 32.4 t ADT: 24

CTY RD FF (D-19)

Structurally Deficient

Over: TRIB. VERDIGRIS RIVER

5.0E 5.0N OF NEAL, Greenwood, KS

Built 1931 Load: 32.4 t ADT: 50

RD CC50 (39.3-A.5)

Structurally Deficient

Over: SALT CREEK

1.0W OF FALL RIVER, Greenwood, KS

Built 1978 Load: 33.9 t ADT: 20

Related

Data sourced from official U.S. government datasets. See our methodology for details. Retrieved and formatted by PlainBridges Editorial