State profile · Below national median SD

California bridge safety

Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in California — drawn straight from the FHWA National Bridge Inventory.

27,040
Public bridges
32.5%
Good condition
4.6%
Poor condition
4.6%
Structurally deficient

Total Bridges

27,040

Public highway bridges in California

Good Condition

32.5%

8,777 bridges rated 7-9

-17.5pp vs 50% benchmark

Poor Condition

4.6%

1,244 bridges rated 0-4

Structurally Deficient

4.6%

1,244 bridges flagged for repair priority

-2.4pp vs national avg 7.0%

California vs national bridge condition

California — Good condition share 32.5%
National avg

Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).

California — Structurally deficient share 15.3%
National avg

Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.

California vs nearby ranks

Adjacent states on the structurally deficient leaderboard (lower share = better)

States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below California on the same metric.

39

Ohio

4.54% top marginal rate
Structure
Progressive
Burden @ $100K
$26,753

34

New Jersey

4.59% top marginal rate
Structure
Progressive
Burden @ $100K
$6,796
Selected

06

California

4.60% top marginal rate
Structure
Progressive
Burden @ $100K
$27,040

05

Arkansas

4.71% top marginal rate
Structure
Progressive
Burden @ $100K
$5,544

53

Washington

4.81% top marginal rate
Structure
Progressive
Burden @ $100K
$8,808

Bridges Needing Most Attention in California

Six lowest-condition bridges in California, ranked by composite NBI rating. Each is inspected at least every 24 months.

All Bridges in California

STATE ROUTE 86 SB

Fair

Over: CAMPBELL WASH

11-IMP-086-51.88, Imperial, CA

Built 1989 Load: 32.4 t ADT: 5,600

STATE ROUTE 86 SB

Fair

Over: DEEP WASH

11-IMP-086-R35.16, Imperial, CA

Built 1997 Load: 32.4 t ADT: 7,350

STATE ROUTE 86 SB

Fair

Over: LONE TREE WASH

11-IMP-086-R37.23, Imperial, CA

Built 1997 Load: 32.4 t ADT: 7,350

STATE ROUTE 86 SB

Fair

Over: WILLOW WASH

11-IMP-086-R39.01, Imperial, CA

Built 1997 Load: 32.4 t ADT: 7,350

STATE ROUTE 86 SB

Fair

Over: ALFALFA DITCH

11-IMP-086-R40.04, Imperial, CA

Built 1997 Load: 32.4 t ADT: 6,150

STATE ROUTE 86 SB

Fair

Over: LUPIN WASH

11-IMP-086-50.84, Imperial, CA

Built 1989 Load: 32.4 t ADT: 5,600

STATE ROUTE 86 SB

Fair

Over: PALM WASH

11-IMP-086-58.24, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Fair

Over: CORAL WASH

11-IMP-086-59.18, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Fair

Over: GRAVEL WASH

11-IMP-086-59.77, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Fair

Over: ELECTRA DITCH

11-IMP-086-61.70, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Fair

Over: INCIENSO DITCH

11-IMP-086-63.34, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Fair

Over: GODETIA DITCH

11-IMP-086-64.10, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Fair

Over: MATIS DITCH

11-IMP-086-64.63, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Fair

Over: AMBIG DITCH

11-IMP-086-64.75, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Fair

Over: ROMNEY DITCH

11-IMP-086-64.83, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Fair

Over: COOLIDGE SPRINGS DITCH

11-IMP-086-65.35, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 111

Fair

Over: ALKY WASH

11-IMP-111-50.79, Imperial, CA

Built 1950 Load: 32.4 t ADT: 3,600

STATE ROUTE 111

Fair

Over: PIKE WASH

11-IMP-111-41.56, Imperial, CA

Built 1950 Load: 32.4 t ADT: 3,650

STATE ROUTE 111

Fair

Over: WIND WASH

11-IMP-111-41.62, Imperial, CA

Built 1950 Load: 32.4 t ADT: 3,650

INTERSTATE 8

Fair

Over: NEW RIVER

11-IMP-008-R29.70, Imperial, CA

Built 1967 Load: 32.4 t ADT: 12,200

INTERSTATE 8 EB

Fair

Over: MYER CREEK

11-IMP-008-R5.19R, Imperial, CA

Built 1964 Load: 32.4 t ADT: 7,105

STATE ROUTE 111

Fair

Over: FRINK WASH OVERFLOW

11-IMP-111-52.33, Imperial, CA

Built 1950 Load: 32.4 t ADT: 3,600

STATE ROUTE 111

Fair

Over: LUENTO WASH

11-IMP-111-52.80, Imperial, CA

Built 1950 Load: 32.4 t ADT: 3,600

STATE ROUTE 111

Fair

Over: KEN WASH

11-IMP-111-55.77, Imperial, CA

Built 1950 Load: 32.4 t ADT: 3,600

INTERSTATE 8 WB

Fair

Over: COLORADO RI,UP RR,AMTRAK

11-IMP-008-R96.81, Imperial, CA

Built 1978 Load: 32.4 t ADT: 8,350

STATE ROUTE 78 WB

Fair

Over: BRAWLEY OH

11-IMP-078-R13.10, Imperial, CA

Built 2011 Load: 32.4 t ADT: 6,800

INTERSTATE 8

Fair

Over: EAST COYOTE WASH

11-IMP-008-R18.88, Imperial, CA

Built 1968 Load: 32.4 t ADT: 12,523

INTERSTATE 8

Fair

Over: EAST COYOTE WASH

11-IMP-008-R20.51, Imperial, CA

Built 1968 Load: 32.4 t ADT: 12,200

HUNT ROAD

Fair

Over: ALAMO RIVER

0.9MI W/O BONDS CORNER RD, Imperial, CA

Built 1971 Load: 32.4 t ADT: 125

EVAN HEWES HWY

Fair

Over: NEW RIVER

0.63 MI W/O DREW RD, Imperial, CA

Built 1964 Load: 32.4 t ADT: 1,095

EVAN HEWES HWY

Fair

Over: CENTRAL MAIN CANAL

25 FT E/O AUSTIN RD, Imperial, CA

Built 1940 Load: 32.4 t ADT: 10,500

WORTHINGTON RD

Fair

Over: NEW RIVER

3.6 MI W/O FORRESTER RD, Imperial, CA

Built 1989 Load: 32.4 t ADT: 850

WORTHINGTON RD

Fair

Over: ALAMO RIVER

1.6 MI W/O SR-115, Imperial, CA

Built 1991 Load: 32.4 t ADT: 2,000

SHANK ROAD

Fair

Over: ALAMO RIVER

1.1 MI W/O SR 115, Imperial, CA

Built 1992 Load: 32.4 t ADT: 1,000

HOVLEY RD

Fair

Over: NEW RIVER

0.28 MI S/O SR 78 EXPWY, Imperial, CA

Built 1989 Load: 32.4 t ADT: 3,500

ARNOLD RD

Fair

Over: RESERVATION MAIN DRAIN

0.6 MI W/O PICACHO RD, Imperial, CA

Built 1988 Load: 32.4 t ADT: 1,000

ARNOLD RD

Fair

Over: YUMA MAIN CANAL

0.7 MI W/O PICACHO RD, Imperial, CA

Built 1987 Load: 32.4 t ADT: 1,000

NORRISH ROAD

Fair

Over: EAST HIGHLINE CANAL

1.3 MI E/O HIGHLINE RD, Imperial, CA

Built 1998 Load: 32.4 t ADT: 212

BOYD ROAD

Fair

Over: HOLTVILLE MAIN DRAIN

0.9 MI E/O HOLT RD, Imperial, CA

Built 1998 Load: 32.4 t ADT: 86

ENGLISH ROAD

Fair

Over: Z DRAIN

1.5 MI N/O SR 111, Imperial, CA

Built 2014 Load: 32.4 t ADT: 200

LACK ROAD

Fair

Over: NEW RIVER

4.34 MI N/O SR-78/86, Imperial, CA

Built 2022 Load: 32.4 t ADT: 590

ACCESS RD/BROWN RD

Fair

Over: COYOTE WASH

1.9 MI N/O EVAN HEWES HWY, Imperial, CA

Built 1991 Load: 32.4 t ADT: 200

U.S. HIGHWAY 395

Fair

Over: NORTH FORK BISHOP CREEK

09-INY-395-117.61-BIS, Inyo, CA

Built 1971 Load: 32.4 t ADT: 21,550

US HIGHWAY 395 SB

Fair

Over: COTTONWOOD CREEK

09-INY-395-44.00, Inyo, CA

Built 2000 Load: 32.4 t ADT: 6,400

US HIGHWAY 395 NB

Fair

Over: COTTONWOOD CREEK

09-INY-395-44.00, Inyo, CA

Built 2000 Load: 32.4 t ADT: 6,400

LUBKEN CANYON ROAD

Fair

Over: LOS ANGELES AQUEDUCT

0.1 MI W OF ROUTE 395, Inyo, CA

Built 1991 Load: 32.4 t ADT: 100

PINE CREEK ROAD

Fair

Over: PINE CREEK

9.5 MI W OF RTE 395 JCT, Inyo, CA

Built 1984 Load: 32.4 t ADT: 200

N ROUND VALLEY RD

Fair

Over: PINE CREEK

0.1 MI N PINE CREEK RD, Inyo, CA

Built 1987 Load: 32.4 t ADT: 350

MANZANAR-REWARD RD

Fair

Over: LOS ANGELES AQUEDUCT

0.6 MI E/O RTE 395, Inyo, CA

Built 1996 Load: 32.4 t ADT: 100

MOFFAT RANCH RD

Fair

Over: LOS ANGELES AQUEDUCT

0.3 KM W. OF RTE 395, Inyo, CA

Built 1996 Load: 32.4 t ADT: 150

Showing 12,601-12,650 of 27,040 bridges

Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.

Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.