State profile · Above national median SD

Puerto Rico bridge safety

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

2,387
Public bridges
14.1%
Good condition
12.0%
Poor condition
12.0%
Structurally deficient

Total Bridges

2,387

Public highway bridges in Puerto Rico

Good Condition

14.1%

336 bridges rated 7-9

-35.9pp vs 50% benchmark

Poor Condition

12.0%

286 bridges rated 0-4

Structurally Deficient

12.0%

286 bridges flagged for repair priority

5.0pp vs national avg 7.0%

Puerto Rico vs national bridge condition

Puerto Rico — Good condition share 14.1%
National avg

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

Puerto Rico — Structurally deficient share 39.9%
National avg

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

Puerto Rico 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 Puerto Rico on the same metric.

38

North Dakota

10.84% top marginal rate
Structure
Progressive
Burden @ $100K
$4,242

22

Louisiana

11.00% top marginal rate
Structure
Progressive
Burden @ $100K
$12,699
Selected

72

Puerto Rico

11.98% top marginal rate
Structure
Progressive
Burden @ $100K
$2,387

23

Maine

13.23% top marginal rate
Structure
Progressive
Burden @ $100K
$771

66

Guam

15.25% top marginal rate
Structure
Progressive
Burden @ $100K
$59

Bridges Needing Most Attention in Puerto Rico

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

All Bridges in Puerto Rico

PR 830

Poor

Over: UNKNOWN CREEK

10 KM SOUTH OF BAYAMON, Bayamón, PR

Built 1952 Load: 99.9 t ADT: 6,900

PR 708

Poor

Over: CREEK

5.1 KM N W OF INT PR 15, Cayey, PR

Built 1965 Load: 99.9 t ADT: 300

OFF PR 765

Poor

Over: BLANCA CREEK

5 KM AT SW OF SAN LORENZO, San Lorenzo, PR

Built 1996 Load: 99.9 t ADT: 100

CONN. PR181 TO 175

Poor

Over: RIO GRANDE DE LOIZA

.42 KM. SE. OF TRUJILLO A, Trujillo Alto, PR

Built 2007 Load: 99.9 t ADT: 2,700

PR 524

Structurally Deficient

Over: PELLEJAS RIVER

4.8 KM NORTH OF ADJUNTAS, Adjuntas, PR

Built 1937 ADT: 600

OFF PR 123 AT 46.2

Structurally Deficient

Over: GRANDE DE ARECIBO RIVER

6 KM SOUTH OF UTUADO, Adjuntas, PR

Built 1967 ADT: 250

PR 14

Structurally Deficient

Over: HONDA CREEK

3 KM N E OF AIBONITO, Aibonito, PR

Built 1891 ADT: 6,400

PR 623

Structurally Deficient

Over: TANANA RIVER

9 KM SOUTH OF ARECIBO, Arecibo, PR

Built 1970 ADT: 200

RAMAL PR 656

Structurally Deficient

Over: GRANDE DE ARECIBO RIVER

11 KM S E OF ARECIBO, Arecibo, PR

Built 1988 ADT: 600

OFF PR 636

Structurally Deficient

Over: TANAMA RIVER

320 MTS OFF PR 636, Arecibo, PR

Built 1997 ADT: 500

PR 162

Structurally Deficient

Over: USABON RIVER

4 KM SOUTH BARRANQUITAS, Barranquitas, PR

Built 1908 ADT: 1,400

PR 890

Structurally Deficient

Over: HONDO RIVER

1 KM NORTH OF BAYAMON, Bayamón, PR

Built 1968 ADT: 13,900

PR 962

Structurally Deficient

Over: CANOVANAS RIVER

2.6 KM SOUTH OF CANOVANAS, Canóvanas, PR

Built 1947 ADT: 4,400

PR 957

Structurally Deficient

Over: CANOVANAS RIVER

5 KM SOUTH OF CANOVANAS, Canóvanas, PR

Built 1953 ADT: 3,000

PR 145

Structurally Deficient

Over: GRANDE DE MANATI RIVER

REST RANCHO DESAH CIALES, Ciales, PR

Built 1955 ADT: 9,000

PR 14

Structurally Deficient

Over: CUYON RIVER

5 KM NORTH EAST OF COAMO, Coamo, PR

Built 1877 ADT: 2,700

PR 555

Structurally Deficient

Over: COAMO RIVER

@ 9.3 KMS NTH. OF COAMO, Coamo, PR

Built 1951 ADT: 600

RURAL LOCAL ROAD

Structurally Deficient

Over: YAUCO RIVER

5 KM S W OF GUAYANILLA, Guayanilla, PR

Built 1950 ADT: 100

OFF PR 512 KM 4.3

Structurally Deficient

Over: GUAYO RIVER

.01 km from PR 512 KM 4.3, Juana Díaz, PR

Built 2006 ADT: 100

Carretera Bo. Can.

Structurally Deficient

Over: Canal Creek

Off PR-315, Lajas, PR

Built 1970 ADT: 250

OFF PR 428

Structurally Deficient

Over: PRIETO RIVER

17 KMS. SE. OF MARICAO, Maricao, PR

Built 1968 ADT: 100

PR 354

Structurally Deficient

Over: CA%AS RIVER

8.8 KM EAST OF MAYAGUEZ, Mayagüez, PR

Built 1957 ADT: 1,100

PR 404

Structurally Deficient

Over: CULEBRINAS RIVER

3.5 KM SOUTH EAST OF MOCA, Moca, PR

Built 1953 ADT: 600

PR 155

Structurally Deficient

Over: MOROVIS RIVER

2 KM NORTHWEST OF MOROVIS, Morovis, PR

Built 1914 ADT: 7,200

PR 567

Structurally Deficient

Over: GRANDE DE MANATI RIVER

4.7 KM S W OF CIALES, Morovis, PR

Built 1978 ADT: 1,400

PR 3

Structurally Deficient

Over: PALMAS CREEK

5 KM EAST OF NAGUABO, Naguabo, PR

Built 1923 ADT: 3,700

PR 3

Structurally Deficient

Over: SANTIAGO RIVER

2.5 KM SOUTH OF NAGUABO, Naguabo, PR

Built 1918 ADT: 5,300

OFF PR 149 KM 42.3

Structurally Deficient

Over: RIO TORO NEGRO

KM 42.3 PR 149, Orocovis, PR

Built 1901 ADT: 100

PR 123

Structurally Deficient

Over: TIDAL WATERS CHANNEL

0.8 KM S INT PR10 & P, Ponce, PR

Built 1913 ADT: 1,300

PR 187

Structurally Deficient

Over: LA VEGA CREEK

0.1 KM NORTH RIO GRANDE, Río Grande, PR

Built 1940 ADT: 10,300

OFF PR 330

Structurally Deficient

Over: DUEY RIVER

BO. DUEY FRENTE ESCUELA, San Germán, PR

Built 1976 ADT: 250

PR 358

Structurally Deficient

Over: HOCONUCO RIVER

2 KM N OF INT PR2 & P, San Germán, PR

Built 1978 ADT: 1,000

PR 111

Structurally Deficient

Over: QUEBRADA EL SALTO

13.3KM 6KM W PR 119, San Sebastián, PR

Built 1901 ADT: 19,700

PR 536

Structurally Deficient

Over: DESCALABRADO RIVER

10 KM S E OF JUANA DIAZ, Santa Isabel, PR

Built 1951 ADT: 800

PR 603

Structurally Deficient

Over: GRANDE DE ARECIBO RIVER

0.07 KM FROM INT PR 10, Utuado, PR

Built 1947 ADT: 100

PR 111

Structurally Deficient

Over: VIVI RIVER

0.5 KM N E OF UTUADO, Utuado, PR

Built 1965 ADT: 9,000

RURAL LOCAL ROAD

Structurally Deficient

Over: GRANDE DE ARECIBO RIVER

5 KM NORTH EAST OF UTUADO, Utuado, PR

Built 1973 ADT: 250

PR 647

Structurally Deficient

Over: CIBUCO RIVER

3.5 KM S W OF VEGA ALTA, Vega Alta, PR

Built 2003 ADT: 2,000

PR 151

Structurally Deficient

Over: JACAGUAS RIVER

EAST SIDE OF VILLALBA, Villalba, PR

Built 1990 ADT: 7,200

OFF PR 372

Structurally Deficient

Over: DUEY RIVER

0.2 KM EAST OF PR 372, Yauco, PR

Built 1978 ADT: 100

OFF PR 200

Structurally Deficient

Over: CREEK

ISABEL II CITY, VIEQUES, Vieques, PR

Built 1930 Load: 2.7 t ADT: 500

OFF PR 372@km 2.5

Structurally Deficient

Over: DUEY RIVER

3KM.NORTH OF YAUCO, Yauco, PR

Built 1993 Load: 3.0 t ADT: 2,200

PR 676

Structurally Deficient

Over: CIBUCO RIVER

2 KM EAST OF VEGA BAJA, Vega Baja, PR

Built 1886 Load: 3.8 t ADT: 800

PR 757

Structurally Deficient

Over: DEL APEADERO RIVER

5 KM N E OF PATILLAS, Patillas, PR

Built 1950 Load: 4.2 t ADT: 400

PR 123

Structurally Deficient

Over: DEPRESSION

4 KM NORTH OF UTUADO, Utuado, PR

Built 1892 Load: 5.3 t ADT: 5,000

PR 418

Structurally Deficient

Over: CULEBRINAS RIVER

0.5 KM WEST OF AGUADILLA, Aguadilla, PR

Built 1928 Load: 6.2 t ADT: 4,100

PR 826

Structurally Deficient

Over: GUADIANA RIVER

3 KM N E OF NARANJITO, Naranjito, PR

Built 1974 Load: 6.4 t ADT: 200

PR 103

Structurally Deficient

Over: CHANNEL

2 KM N E OF CABO ROJO, Cabo Rojo, PR

Built 1910 Load: 8.4 t ADT: 5,000

PR 7736

Structurally Deficient

Over: PLATA CREEK

5.5 KM NORTHEAST OF CAYEY, Cayey, PR

Built 2003 Load: 9.5 t ADT: 150

PR 123

Structurally Deficient

Over: EL JOBO CREEK

12 KM NORTH OF UTUADO, Arecibo, PR

Built 1940 Load: 10.3 t ADT: 3,500

Showing 2,301-2,350 of 2,387 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.