Worcester County, MA

1,016 public highway bridges

Worcester County Bridge Snapshot

Worcester County, Massachusetts contains 1,016 public highway bridges in the FHWA National Bridge Inventory. Roughly 24.7% are rated “Good,” 61.4% “Fair,” 7.3% “Poor,” and 7.3% 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 MA 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.

1,016
Total Bridges
24.7%
Good
7.3%
Poor
7.3%
Structurally Deficient

Condition Distribution

Good
24.7% (251)
Fair
61.4% (624)
Poor
7.3% (74)
SD
7.3% (74)

All Bridges (1,016)

ST 2 A/WATER ST

Structurally Deficient

Over: COMB BOULDER DR & BMRR

JUST N OF ST-12, Worcester, MA

Built 1900 Load: 23.3 t ADT: 16,708

HWY CREAMERY RD

Structurally Deficient

Over: WATER WARE RIVER

0.18 M SE OF RT32, Worcester, MA

Built 1939 Load: 25.0 t ADT: 100

ST 31 N SPENCER RD

Structurally Deficient

Over: WATER SEVEN MILE RIVER

AT CORNER OF HASTINGS RD, Worcester, MA

Built 1938 Load: 25.0 t ADT: 5,299

HWY CIRCLE ST

Structurally Deficient

Over: WATER N NASHUA RIVER

0.1 MI S OF ST-31, Worcester, MA

Built 1937 Load: 27.9 t ADT: 800

HWY OXFORD ST

Structurally Deficient

Over: WATER KETTLE BROOK

AT CORNER OF ROCHDALE ST, Worcester, MA

Built 1880 Load: 28.7 t ADT: 22,200

ST122 GRAFTON ST

Structurally Deficient

Over: US 20 SW CUT OFF

.3 MI. N. OF MILLBURY TL, Worcester, MA

Built 1931 Load: 28.7 t ADT: 17,943

I 495 SB

Structurally Deficient

Over: RR MBTA/CSX

600 FT N OF HOPKINTON TL, Worcester, MA

Built 1968 Load: 30.4 t ADT: 51,588

HWY HARTWELL ST

Structurally Deficient

Over: RR BMRR

.1 MI E OF SHREWSBURY ST, Worcester, MA

Built 1908 Load: 32.1 t ADT: 150

I 495 NB

Structurally Deficient

Over: RR MBTA/CSX

1.4 MI SO. OF ST 9, Worcester, MA

Built 1968 Load: 32.5 t ADT: 46,713

ST 56 LEICESTER RD

Structurally Deficient

Over: WATER FRENCH RIVER

.2 MI S OF LEICESTER T.L., Worcester, MA

Built 1964 Load: 33.3 t ADT: 6,656

I 290 WB

Structurally Deficient

Over: HWY E CENTRAL ST

150 FT W OF MULBERRY ST, Worcester, MA

Built 1958 Load: 36.1 t ADT: 48,490

ST131 STHBRDGE ST

Structurally Deficient

Over: WATER QUINEBAUG RIVER

0.4 MI N OF THOM. CT. T.L, Worcester, MA

Built 1938 Load: 40.3 t ADT: 6,839

ST117 MAIN ST

Structurally Deficient

Over: WATER STILL RIVER

.1 MI E LANCASTER TWN LN, Worcester, MA

Built 1937 Load: 40.8 t ADT: 16,425

HWY RHODES ST

Structurally Deficient

Over: WATER SINGLETARY BROOK

.1 MI S OF W. MAIN ST, Worcester, MA

Built 1975 Load: 99.9 t ADT: 400

HWY CENTECH BLVD

Structurally Deficient

Over: WATER PRATTS POND INLET

.45 MI S OF US-20, Worcester, MA

Built 2004 Load: 99.9 t ADT: 4,147

HWY JUNE ST

Structurally Deficient

Over: WATER TATNUCK BROOK

.1 MI. E. OF MILL ST, Worcester, MA

Built 1905 Load: 99.9 t ADT: 10,600

Related

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