State profile · Near national median SD

Massachusetts bridge safety

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

5,314
Public bridges
24.9%
Good condition
8.0%
Poor condition
8.0%
Structurally deficient

Total Bridges

5,314

Public highway bridges in Massachusetts

Good Condition

24.9%

1,323 bridges rated 7-9

-25.1pp vs 50% benchmark

Poor Condition

8.0%

423 bridges rated 0-4

Structurally Deficient

8.0%

423 bridges flagged for repair priority

1.0pp vs national avg 7.0%

Massachusetts vs national bridge condition

Massachusetts — Good condition share 24.9%
National avg

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

Massachusetts — Structurally deficient share 26.5%
National avg

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

Condition Distribution

Bridge inventory deck-condition mix — Massachusetts (FHWA NBI)

Massachusetts24.89649981181784%60.143018441851716%GoodFairPoorStructurally Deficient
Bridge inventory deck-condition mix — Massachusetts (FHWA NBI)

Massachusetts 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 Massachusetts on the same metric.

31

Nebraska

7.73% top marginal rate
Structure
Progressive
Burden @ $100K
$15,571

17

Illinois

7.88% top marginal rate
Structure
Progressive
Burden @ $100K
$27,743
Selected

25

Massachusetts

7.96% top marginal rate
Structure
Progressive
Burden @ $100K
$5,314

29

Missouri

8.53% top marginal rate
Structure
Progressive
Burden @ $100K
$24,654

26

Michigan

8.92% top marginal rate
Structure
Progressive
Burden @ $100K
$1,188

Bridges Needing Most Attention in Massachusetts

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

All Bridges in Massachusetts

HWY PARK ST

Poor

Over: RR MBTA/CSX

MP 24.723, Norfolk, MA

Built 1986 Load: 33.0 t ADT: 9,827

US 44 HARDING ST

Poor

Over: RR MBTA/CSX

.5 M W OF EVERETT ST, Plymouth, MA

Built 1963 Load: 33.0 t ADT: 31,681

HWY KEYES HLL RD

Poor

Over: WATER UMPACHENE RIVER

0.1MI E OF CNAN-STHFLD RD, Berkshire, MA

Built 1938 Load: 33.2 t ADT: 129

ST103 WILBUR AVE

Poor

Over: WATER COLES RIVER

1.7MI E OF R.I.S.L., Bristol, MA

Built 1957 Load: 33.2 t ADT: 11,644

I 495 NB

Poor

Over: ST 28 SB/N MAIN ST

2.4 MI N I93, Essex, MA

Built 1962 Load: 33.2 t ADT: 95,100

ST 9 EAST MAIN ST

Poor

Over: WATER WARE RIVER

AT INT GROVE ST, Hampshire, MA

Built 1870 Load: 33.2 t ADT: 15,517

HWY OLD COLDBRK

Poor

Over: WATER PRINCE RIVER

300' E OF VALLEY RD, Worcester, MA

Built 1938 Load: 33.2 t ADT: 259

I 495 SB

Poor

Over: WATER MERRIMACK RIVER

AT METHUEN TOWN LINE, Essex, MA

Built 1964 Load: 33.3 t ADT: 66,888

I 95 SB

Poor

Over: OTHER MBTA - BIKE TRAIL

.1 MI N LOWELL STREET, Essex, MA

Built 1974 Load: 33.3 t ADT: 42,634

HWY SB LOWLL CON

Poor

Over: I 495

1 MI E OF ST-110, Middlesex, MA

Built 1959 Load: 33.3 t ADT: 11,576

HWY LWLL CN B-10

Poor

Over: HWY LOWEL CON RAMP B8

RAMP B-10/RAMP B-8, Middlesex, MA

Built 1959 Load: 33.3 t ADT: 8,500

ST 32 PALMER RD

Poor

Over: COMB CHCPEE BRK & NECRR

300' S OF INT BETHANY RD, Hampden, MA

Built 1937 Load: 33.5 t ADT: 12,155

I 195

Poor

Over: ST 18 ASHLEY BLVD

.25 MI E OF PENNIMAN ST, Bristol, MA

Built 1965 Load: 33.7 t ADT: 66,254

I 495 NB

Poor

Over: HWY TADMUCK RD

0.4 MI N OF RT 110, Middlesex, MA

Built 1961 Load: 33.7 t ADT: 97,289

I 495 SB

Poor

Over: HWY MIDDLE RD

1.6 KM N ST110, Essex, MA

Built 1964 Load: 33.8 t ADT: 32,629

I 495 SB

Poor

Over: HWY AMESBURY LINE RD

3.2 KM N ST110, Essex, MA

Built 1964 Load: 33.8 t ADT: 28,211

I 93 BT SB4-N ABT

Poor

Over: HWY CONNECTORS D & K

1.9 KM N OF JCT. US1&I93, Suffolk, MA

Built 1970 Load: 33.8 t ADT: 73,094

I 495 NB & ON-RAMP

Poor

Over: RR MBTA/BMRR

2.6 MI N OF I-93, Essex, MA

Built 1962 Load: 33.9 t ADT: 106,800

I 495 SB

Poor

Over: ST110 AMESBURY RD

3.7 KM N ST125, Essex, MA

Built 1964 Load: 33.9 t ADT: 37,519

ST119 /ST2 A

Poor

Over: WATER NASHOBA BROOK

0.25 MI S OF 27 & 2A, Middlesex, MA

Built 1940 Load: 33.9 t ADT: 12,463

I 495 NB

Poor

Over: HWY W MAIN ST

1.1 MI S OF ST-135, Middlesex, MA

Built 1966 Load: 33.9 t ADT: 48,152

US 20 STURBRDGE RD

Poor

Over: WATER CADY BROOK

50 FT E OF ST-169, Worcester, MA

Built 1957 Load: 33.9 t ADT: 28,000

HWY TRMNT-ARLNGT

Poor

Over: RR AMTRAK/MBTA

.16 KM S OF I90, Suffolk, MA

Built 1979 Load: 34.0 t ADT: 30,400

ST 2 A/MAIN ST

Poor

Over: RR GWRR

.1 M W JCT CHSNT HILL RD., Worcester, MA

Built 1938 Load: 34.0 t ADT: 10,649

I 195

Poor

Over: HWY COUNTY&STATE STS

.1 MI W OF ST 18, Bristol, MA

Built 1965 Load: 34.1 t ADT: 63,995

I 95 NB

Poor

Over: ST 62 MAPLE ST

1.6 MI N ST114, Essex, MA

Built 1972 Load: 34.1 t ADT: 36,201

I 95 /ST128

Poor

Over: RR MBTA/BMRR

1.6 KM W OF I-93 & I-95, Middlesex, MA

Built 1950 Load: 34.1 t ADT: 192,672

I 95 NB

Poor

Over: HWY CENTRAL ST

.7 MI NE OF ST 140, Norfolk, MA

Built 1963 Load: 34.3 t ADT: 53,000

ST 63 FEDERAL ST

Poor

Over: RR NECRR

AT SUNDERLAND T.L., Franklin, MA

Built 1938 Load: 34.4 t ADT: 3,200

US 20 WB/WSHNGTN

Poor

Over: I 395

EXIT 11A/B, .3 MI S OF 90, Worcester, MA

Built 1965 Load: 34.4 t ADT: 10,027

I 195 WB RAMP C

Poor

Over: OTHER RELIEF

I 195 AT ST 18, Bristol, MA

Built 1965 Load: 34.5 t ADT: 7,379

I 195 EB RAMP F

Poor

Over: COMB WELD ST & RELIEF

I 195 AT ST 18, Bristol, MA

Built 1965 Load: 34.5 t ADT: 9,695

I 90 EB RAMPS OFF

Poor

Over: RR MBTA/CSX

AT COPLEY PLACE S60, Suffolk, MA

Built 1965 Load: 34.5 t ADT: 16,878

ST 2 EB

Poor

Over: HWY AIRPORT RD

1 MI. W. OF RT-68, Worcester, MA

Built 1969 Load: 34.5 t ADT: 11,662

ST 12 WATER ST

Poor

Over: WATER N NASHUA RIVER

AT CORNER OF WALNUT ST., Worcester, MA

Built 1937 Load: 34.7 t ADT: 13,348

I 495 SB

Poor

Over: ST 28 SB/N MAIN ST

2.4 MI N I93, Essex, MA

Built 1962 Load: 34.8 t ADT: 95,100

I 495 NB

Poor

Over: HWY RAMPS A & B

.3 MI N MERRIMAC RIVER, Essex, MA

Built 1962 Load: 34.8 t ADT: 44,500

I 495 SB

Poor

Over: HWY RAMPS A & B

.3 MI N MERRIMAC RIVER, Essex, MA

Built 1962 Load: 34.8 t ADT: 45,700

HWY GRAPEVINE RD

Poor

Over: ST128

1.2 MI N.STANDLEY ST., Essex, MA

Built 1952 Load: 34.8 t ADT: 1,140

HWY LWL CON B-11

Poor

Over: I 495

0.4 KM E RT 495 & RT 3, Middlesex, MA

Built 1959 Load: 35.0 t ADT: 8,952

I 291 CONN B & C

Poor

Over: HWY DWIGHT ST

.1 M E JCT MAIN ST., Hampden, MA

Built 1967 Load: 35.2 t ADT: 78,178

I 90 EB

Poor

Over: COMB CNTRL MLBRY & PWRR

I-90 MM 91.4, Worcester, MA

Built 1957 Load: 35.2 t ADT: 41,235

I 95 SB

Poor

Over: ST 62 MAPLE ST

1.6 MI N ST114, Essex, MA

Built 1972 Load: 35.3 t ADT: 38,090

HWY N HADLEY RD

Poor

Over: ST116

.4 M W AMHERST T.L., Hampshire, MA

Built 1958 Load: 35.4 t ADT: 9,429

HWY PROSPECT AVE

Poor

Over: HWY RAMPS F/G & H

150' SOUTH OLD TOLL PLAZA, Hampden, MA

Built 1968 Load: 35.6 t ADT: 5,560

I 93

Poor

Over: ST 16 MYST VAL PKY

1 MI S OF JCT I93 & SR60, Middlesex, MA

Built 1960 Load: 35.6 t ADT: 182,420

US 6 EB

Poor

Over: COMB ST18 & RELIEF

.75 MI W OF FAIRHAVEN TL, Bristol, MA

Built 1973 Load: 35.7 t ADT: 4,428

ST 12 NB

Poor

Over: HWY NEPONSET ST

.1 MI W OF I-190, Worcester, MA

Built 1977 Load: 35.7 t ADT: 6,488

I 495 SB

Poor

Over: COMB BMRR & LITTLE RIV

MILE MARKER 108.4, Essex, MA

Built 1961 Load: 35.9 t ADT: 93,469

I 495 NB

Poor

Over: COMB BMRR & LITTLE RIV

1 MI N OF ST-97, Essex, MA

Built 1961 Load: 35.9 t ADT: 93,469

Showing 5,101-5,150 of 5,314 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.