Gooding County, ID

25 public highway bridges

Gooding County Bridge Snapshot

Gooding County, Idaho contains 25 public highway bridges in the FHWA National Bridge Inventory. Roughly 16% are rated “Good,” 52% “Fair,” 16% “Poor,” and 16% 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 ID 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.

25
Total Bridges
16%
Good
16%
Poor
16%
Structurally Deficient

Condition Distribution

Good
16% (4)
Fair
52% (13)
Poor
16% (4)
SD
16% (4)

All Bridges (25)

SH 46 SPUR

Unknown

Over: I 84 EB-WB;W.WENDELL IC

1.3 W. WENDELL, Gooding, ID

Built 1972 ADT: 20,000

I 84 EBL

Unknown

Over: FRONTAGE RD;GS NO.3

5.6 E. BLISS, Gooding, ID

Built 1977 ADT: 80

I 84 WBL

Unknown

Over: FRONTAGE RD;GS NO.3

5.6 E. BLISS, Gooding, ID

Built 1977 ADT: 80

CLOVER CREEK RD

Unknown

Over: I 84;CLOVER CREEK RD GS

0.6 E. BLISS, Gooding, ID

Built 1975 ADT: 19,000

1050 EAST ROAD

Fair

Over: BILLINGSLEY CREEK

0.6 N. 1.1 E. HAGERMAN, Gooding, ID

Built 1950 Load: 7.3 t ADT: 50

1200 SOUTH ROAD

Fair

Over: CLOVER CREEK

6.9 N. 3.0 W. BLISS, Gooding, ID

Built 1915 Load: 8.2 t ADT: 50

1900 EAST ROAD

Fair

Over: 'W' CANAL

0.8 N. 0.3 W. WENDELL, Gooding, ID

Built 1975 Load: 20.9 t ADT: 90

OLD MALAD RIVER RD

Fair

Over: MALAD RIVER GORGE

5.6 E. BLISS, Gooding, ID

Built 1947 Load: 20.9 t ADT: 80

7TH AVENUE WEST

Fair

Over: T.F.NORTHSIDE MAIN CNL

0.6 S. GOODING, Gooding, ID

Built 1930 Load: 27.9 t ADT: 1,200

2000 SOUTH ROAD

Fair

Over: T.F.NORTHSIDE MAIN CNL

2.0 S. 0.5 E. GOODING, Gooding, ID

Built 1930 Load: 28.1 t ADT: 150

1700 EAST ROAD

Fair

Over: DOG CREEK

4.9 N. 2.0 W. GOODING, Gooding, ID

Built 1974 Load: 28.1 t ADT: 80

1800 EAST ROAD

Fair

Over: BIG WOOD RIVER

0.7 N. 1.0 W. GOODING, Gooding, ID

Built 1958 Load: 29.9 t ADT: 660

2400 EAST ROAD

Fair

Over: GOODING MAIN CANAL

0.7 S. 5.0 E. GOODING, Gooding, ID

Built 1933 Load: 32.7 t ADT: 20

I 84 WBL

Fair

Over: MALAD R.GORGE;N.TUTTLE

5.6 E. BLISS, Gooding, ID

Built 1975 Load: 34.5 t ADT: 9,250

I 84 EBL

Fair

Over: MALAD R.GORGE;N.TUTTLE

5.6 E. BLISS, Gooding, ID

Built 1975 Load: 39.0 t ADT: 9,250

2300 EAST ROAD

Fair

Over: N.GOODING MAIN CANAL

5.2 N. 4.0 E. GOODING, Gooding, ID

Built 1985 Load: 51.7 t ADT: 10

US 26

Fair

Over: S. GOODING MAIN CANAL

4.2 E. GOODING, Gooding, ID

Built 2008 Load: 62.6 t ADT: 1,900

1700 SOUTH ROAD

Good

Over: BIG WOOD RIVER

1.0 N. 1.6 W. GOODING, Gooding, ID

Built 2023 Load: 32.7 t ADT: 280

S 1800 E

Good

Over: LITTLE WOOD RIVER

0.4 S. 1.0 W. GOODING, Gooding, ID

Built 2023 Load: 32.7 t ADT: 1,300

SH 46

Good

Over: CEDAR DRAW CANAL

5.4 S. WENDELL, Gooding, ID

Built 2015 Load: 56.4 t ADT: 2,800

FISH HATCHERY ROAD

Good

Over: RILEY CREEK

ENTRANCE ROAD, Gooding, ID

Built 2015 Load: 63.5 t ADT: 200

S 100 E

Poor

Over: CLOVER CREEK

6.0 W 5.0 N BLISS, Gooding, ID

Built 1985 Load: 9.1 t ADT: 30

2050 EAST ROAD

Poor

Over: LITTLE WOOD RIVER

0.1 S. 1.5 E. GOODING, Gooding, ID

Built 1930 Load: 11.8 t ADT: 20

2421: ASTORQUIA RO

Poor

Over: Twin Falls N. Side Canal

5.0 mi E of ID46, Gooding, ID

Built 1964 Load: 14.9 t ADT: 25

2416: TEAKETTLE RO

Poor

Over: Y-1 Canal

2.4 mi N of ID26, Gooding, ID

Built 1991 Load: 30.5 t ADT: 25

Read our methodology — how this data is sourced, computed, and verified.

Related

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