Emery County, UT

126 public highway bridges

Emery County Bridge Snapshot

Emery County, Utah contains 126 public highway bridges in the FHWA National Bridge Inventory. Roughly 18.3% are rated “Good,” 69.8% “Fair,” 0.8% “Poor,” and 0.8% 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 UT 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.

126
Total Bridges
18.3%
Good
0.8%
Poor
0.8%
Structurally Deficient

Condition Distribution

Good
18.3% (23)
Fair
69.8% (88)
Poor
0.8% (1)
SD
0.8% (1)

All Bridges (126)

SR-10

Fair

Over: CEDAR CREEK

North of Huntington, Emery, UT

Built 2003 Load: 96.6 t ADT: 4,737

I-70 (SR-70) WB

Fair

Over: FIVE MILE WASH

5 MI WEST OF GREEN RIVER, Emery, UT

Built 1972 Load: 96.6 t

NO DATA ENTERED

Good

Over: BIRCH CREEK

FERRON CANYON, Emery, UT

Built 1988 ADT: 50

COUNTY ROAD

Good

Over: SAN RAFAEL RIVER

22 MI.SO.OF GREEN RIVER, Emery, UT

Built 1998 Load: 13.0 t ADT: 13

SR-24

Good

Over: IRON WASH

13 MI SOUTH OF JCT I-70, Emery, UT

Built 1967 Load: 29.8 t ADT: 781

US-6 (SR-6)

Good

Over: SMITH HILL WASH

3.6 MILES NORTH JCT.I-70, Emery, UT

Built 1969 Load: 30.8 t ADT: 6,619

ORANGEVIL.MAIN ST.

Good

Over: COTTONWOOD CREEK

170 N. MAIN, ORANGEVILLE, Emery, UT

Built 1976 Load: 32.4 t ADT: 2,390

COUNTY ROAD

Good

Over: DOBIE WASH

2.5 MI.NO.OF GREEN RIVER, Emery, UT

Built 1980 Load: 33.0 t ADT: 68

COUNTY ROAD

Good

Over: HUNTINGTON CANAL

SOUTHWEST OF HUNTINGTON, Emery, UT

Built 2002 Load: 33.7 t ADT: 126

COUNTY ROAD

Good

Over: MUDDY CREEK

7 MI.S.OF S.SALT WASH INT, Emery, UT

Built 2023 Load: 35.6 t ADT: 3

SR-31

Good

Over: HUNTINGTON CREEK

18 MI. NW. OF HUNTINGTON, Emery, UT

Built 1975 Load: 37.6 t ADT: 584

SR-155

Good

Over: SAND WASH

IN CLEVELAND, Emery, UT

Built 1997 Load: 37.6 t ADT: 1,638

SR-10

Good

Over: POULSEN WASH

4.1 MILES SO. CASTLEDALE, Emery, UT

Built 1951 Load: 37.9 t ADT: 7,907

I-70 (SR-70) WBL

Good

Over: BITTER SEEP WASH

W. OF S. SALT WASH INTCHG, Emery, UT

Built 1989 Load: 40.2 t

SR-155

Good

Over: TIMOTHY WASH

3.3 MI NORTH OF CLEVELAND, Emery, UT

Built 1997 Load: 41.1 t ADT: 982

COUNTY ROAD

Good

Over: SAN RAFAEL RIVER

21 MI. SE. OF CASTLE DALE, Emery, UT

Built 1991 Load: 43.1 t ADT: 743

SR-10

Good

Over: FERRON CREEK

SOUTH SIDE OF FERRON, Emery, UT

Built 1991 Load: 47.0 t ADT: 4,505

SR-31

Good

Over: BROCKBANK HOLLOW WASH

3.0 MI. W. of HUNTINGTON, Emery, UT

Built 1993 Load: 47.3 t ADT: 7,096

CANYON ROAD

Good

Over: FERRON CREEK

800 WEST CANYON ROAD, Emery, UT

Built 2013 Load: 56.4 t ADT: 1,000

SR-31

Good

Over: CLEVELAND CANAL

3.3 MI.WEST OF HUNTINGTON, Emery, UT

Built 1973 Load: 59.6 t ADT: 7,096

SR-155

Good

Over: CEDAR CREEK

1 MI.EAST JCT.WITH SR-10, Emery, UT

Built 1997 Load: 63.5 t ADT: 1,966

SR-10

Good

Over: SOUTH WASH

1 MI.NO.of JCT.WITH SR-57, Emery, UT

Built 1987 Load: 77.8 t ADT: 5,419

SR-10

Good

Over: ROCK CANYON WASH

5 Mi. South of Castledale, Emery, UT

Built 2011 Load: 85.5 t ADT: 7,907

CO.FRONTAGE ROAD

Good

Over: CRAWFORD DRAW WASH

1 MILE W. SINBAD INTCHG., Emery, UT

Built 1987 Load: 96.6 t ADT: 743

COUNTY ROAD

Good

Over: HUNTINGTON CREEK

0.5 MILE EAST OF LAWRENCE, Emery, UT

Built 1985 Load: 96.6 t ADT: 180

NO DATA ENTERED

Structurally Deficient

Over: HUNTINGTON CREEK

HUNTINGTON CANYON, Emery, UT

Built 1981 Load: 11.0 t ADT: 50

Related

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