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

MATTOLE ROAD

Good

Over: INDIAN CREEK

4.5 MI S/O PETROLIA, Humboldt, CA

Built 2010 Load: 32.4 t ADT: 240

RED CAP ROAD

Good

Over: BIG ROCK GULCH

0.3 MILES SW OF SR96, Humboldt, CA

Built 2019 Load: 32.4 t ADT: 425

PORT KENYON ROAD

Good

Over: FRANCIS CREEK

0.5 MI W OF MAIN STREET, Humboldt, CA

Built 2015 Load: 32.4 t ADT: 500

IRR BIA RTE 15

Good

Over: HOSTLER CREEK

3 KM NORTH OF HOOPA, Humboldt, CA

Built 1962 Load: 32.4 t ADT: 200

STATE ROUTE 86 NB

Good

Over: CENTRAL MAIN CANAL

11-IMP-086-17.86, Imperial, CA

Built 1982 Load: 32.4 t ADT: 7,700

STATE ROUTE 115

Good

Over: ALAMO RIVER

11-IMP-115-L10.31-HOLT, Imperial, CA

Built 1955 Load: 32.4 t ADT: 5,400

STATE ROUTE 86 SB

Good

Over: SAN FELIPE CREEK

11-IMP-086-43.30, Imperial, CA

Built 1987 Load: 32.4 t ADT: 6,150

STATE ROUTE 86 SB

Good

Over: TRIFOLIUM/WESTSIDE MAIN

11-IMP-086-R24.79, Imperial, CA

Built 1997 Load: 32.4 t ADT: 5,700

STATE ROUTE 86 NB

Good

Over: TRIFOLIUM/WESTSIDE MAIN

11-IMP-086-R24.77, Imperial, CA

Built 1962 Load: 32.4 t ADT: 5,700

STATE ROUTE 86 SB

Good

Over: TAMARACK (WESTSIDE MAIN)

11-IMP-086-R22.93, Imperial, CA

Built 1998 Load: 32.4 t ADT: 5,700

STATE ROUTE 86 NB

Good

Over: TAMARACK (WESTSIDE MAIN)

11-IMP-086-R22.96, Imperial, CA

Built 1962 Load: 32.4 t ADT: 5,700

STATE ROUTE 86 NB

Good

Over: LONE TREE WASH

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

Built 1947 Load: 32.4 t ADT: 7,350

STATE ROUTE 86 NB

Good

Over: ZENAS DITCH

11-IMP-086-55.50, Imperial, CA

Built 1959 Load: 32.4 t ADT: 7,550

STATE ROUTE 86 SB

Good

Over: BILOXI DITCH

11-IMP-086-56.36, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: IBERIA DITCH

11-IMP-086-56.60, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: BERSA DITCH

11-IMP-086-60.15, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: TESLA WASH

11-IMP-086-60.47, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: VALERIE WASH

11-IMP-086-60.57, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: VIRGO WASH

11-IMP-086-60.90, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: ASTER DITCH

11-IMP-086-61.24, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: VERBENA DITCH

11-IMP-086-61.37, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: IBYCUS DITCH

11-IMP-086-61.55, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: TALOFA DITCH

11-IMP-086-61.80, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: TONALEE DITCH

11-IMP-086-62.20, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: DAROCA DITCH

11-IMP-086-62.31, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: BEXAR DITCH

11-IMP-086-62.65, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: TORTIF DITCH

11-IMP-086-62.98, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: FOLIUS DITCH

11-IMP-086-63.13, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,100

STATE ROUTE 86 SB

Good

Over: FLORIS DITCH

11-IMP-086-63.21, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,100

STATE ROUTE 86 SB

Good

Over: ENCILIA DITCH

11-IMP-086-63.49, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,300

STATE ROUTE 86 SB

Good

Over: FARINOSA DITCH

11-IMP-086-63.79, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Good

Over: CALYX DITCH

11-IMP-086-64.33, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Good

Over: PAROSA DITCH

11-IMP-086-65.00, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Good

Over: ZANTHE DITCH

11-IMP-086-65.22, Imperial, CA

Built 1990 Load: 32.4 t ADT: 7,200

STATE ROUTE 86 SB

Good

Over: SHORELINE DITCH

11-IMP-086-65.68, Imperial, CA

Built 1989 Load: 32.4 t ADT: 7,200

INTERSTATE 8

Good

Over: SAND HILLS DITCH

11-IMP-008-R83.71, Imperial, CA

Built 1970 Load: 32.4 t ADT: 14,500

INTERSTATE 8

Good

Over: OGILBY DITCH

11-IMP-008-R83.99, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: PACK DITCH

11-IMP-008-R84.40, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: GUSTO DITCH

11-IMP-008-R84.84, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: CERTO DITCH

11-IMP-008-R85.16, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: SHACK DITCH

11-IMP-008-R85.46, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: JACKSON GULCH

11-IMP-008-R85.80, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: BOTTLE DITCH

11-IMP-008-R86.16, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: BERM DITCH

11-IMP-008-R86.66, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: ACME DITCH

11-IMP-008-R87.11, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: PLATE DITCH

11-IMP-008-R87.58, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: TRIANGLE DITCH

11-IMP-008-R88.12, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: SIDEWINDER WASH

11-IMP-008-R89.60, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: DERRICK WASH

11-IMP-008-R89.77, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

INTERSTATE 8

Good

Over: KNOB WASH

11-IMP-008-R89.90, Imperial, CA

Built 1970 Load: 32.4 t ADT: 15,100

Showing 20,451-20,500 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.