State profile · Near national median SD

New Hampshire bridge safety

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

2,542
Public bridges
43.0%
Good condition
7.1%
Poor condition
7.1%
Structurally deficient

Total Bridges

2,542

Public highway bridges in New Hampshire

Good Condition

43.0%

1,092 bridges rated 7-9

-7.0pp vs 50% benchmark

Poor Condition

7.1%

180 bridges rated 0-4

Structurally Deficient

7.1%

180 bridges flagged for repair priority

0.1pp vs national avg 7.0%

New Hampshire vs national bridge condition

New Hampshire — Good condition share 43.0%
National avg

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

New Hampshire — Structurally deficient share 23.6%
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 — New Hampshire (FHWA NBI)

New Hampshire42.95830055074744%35.641227380015735%GoodFairPoorStructurally Deficient
Bridge inventory deck-condition mix — New Hampshire (FHWA NBI)

New Hampshire 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 New Hampshire on the same metric.

36

New York

6.90% top marginal rate
Structure
Progressive
Burden @ $100K
$19,132

21

Kentucky

7.06% top marginal rate
Structure
Progressive
Burden @ $100K
$14,554
Selected

33

New Hampshire

7.08% top marginal rate
Structure
Progressive
Burden @ $100K
$2,542

40

Oklahoma

7.50% top marginal rate
Structure
Progressive
Burden @ $100K
$22,733

35

New Mexico

7.61% top marginal rate
Structure
Progressive
Burden @ $100K
$368

Bridges Needing Most Attention in New Hampshire

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

All Bridges in New Hampshire

PARADISE ROAD

Structurally Deficient

Over: SUGAR RIVER

380 FT. RTE.11, Sullivan, NH

Built 1976 ADT: 90

TEMPLETON TURNPIKE

Structurally Deficient

Over: PRIEST BROOK

1.9MI. RTE 119, Cheshire, NH

Built 1984 Load: 2.7 t ADT: 86

DUDLEY ROAD

Structurally Deficient

Over: LAMPREY RIVER

.23 MI JCT 101, Rockingham, NH

Built 1914 Load: 2.9 t ADT: 535

SHOP ROAD

Structurally Deficient

Over: NEEDLE SHOP BROOK

0.8 MI N NEW CHESTER RD, Merrimack, NH

Built 1930 Load: 3.3 t ADT: 63

LEIGHTON MEADOW RD

Structurally Deficient

Over: PHILLIPS BROOK

100 FT FR SULLIVAN RD 61, Coos, NH

Built 1940 Load: 3.6 t ADT: 90

RIVER ROAD

Structurally Deficient

Over: MAD RIVER

0.63MI. RTE 111, Strafford, NH

Built 1986 Load: 3.6 t ADT: 108

JOHNSON HILL ROAD

Structurally Deficient

Over: WEST BRANCH BROOK

1.5 MI MARSHALL HILL RD, Merrimack, NH

Built 1950 Load: 5.4 t ADT: 90

OAK STREET

Structurally Deficient

Over: CSX

DOVER-ROLLINSFORD TL, Strafford, NH

Built 1890 Load: 5.4 t ADT: 8,552

PUTNAM ROAD

Structurally Deficient

Over: BROOK

TOWN RD, Hillsborough, NH

Built 1930 Load: 5.8 t ADT: 90

ON-ORBIT DRIVE

Structurally Deficient

Over: GARDNER-JOE ENGLISH STRE

1.2 MILES FROM MAIN GATE., Hillsborough, NH

Built 1959 Load: 6.3 t ADT: 10

CENTENARY AVENUE

Structurally Deficient

Over: NHRR

TOWN RD, Belknap, NH

Built 1940 Load: 8.0 t ADT: 90

CHICKWOLNEPY ROAD

Structurally Deficient

Over: CHICKWOLNEPY STREAM

1.2 M FR E. SIDE RIVER RD, Coos, NH

Built 1950 Load: 8.0 t ADT: 90

RIVER ROAD

Structurally Deficient

Over: PISCATAQUOG RIVER

0.5 MI FROM NH 77, Hillsborough, NH

Built 1940 Load: 8.2 t ADT: 1,824

TEMPLE ROAD

Structurally Deficient

Over: BLOOD BROOK

0.02 MI SW JCT NH101, Hillsborough, NH

Built 1901 Load: 9.8 t ADT: 1,214

CATE STREET

Structurally Deficient

Over: HODGSON BROOK

.2 WEST OF BARTLETT St., Rockingham, NH

Built 1940 Load: 10.0 t ADT: 1,340

GRIFFIN MILL ROAD

Structurally Deficient

Over: MAPLE FALLS BROOK

300 YDS N. OF NH 121, Rockingham, NH

Built 1850 Load: 12.4 t ADT: 187

NH175

Structurally Deficient

Over: PEMIGEWASSET RIVER

0.05 MI FROM JCT RTE 3, Grafton, NH

Built 1939 Load: 12.6 t ADT: 664

POND ROAD

Structurally Deficient

Over: CSX

0.6 MI. KINGSTON TL, Rockingham, NH

Built 1920 Load: 12.6 t ADT: 470

CLOTHESPIN BR ROAD

Structurally Deficient

Over: BLACKWATER RIVER

0.88MI NH127, Merrimack, NH

Built 1954 Load: 14.5 t ADT: 448

NH127

Structurally Deficient

Over: WARNER RIVER

.5 MI WEBSTER T.L., Merrimack, NH

Built 1937 Load: 14.9 t ADT: 1,550

NH 12A

Structurally Deficient

Over: SUGAR RIVER

.1 MI. FROM JCT. RTE. 103, Sullivan, NH

Built 1967 Load: 15.1 t ADT: 1,051

NH 1B

Structurally Deficient

Over: LITTLE HARBOR

1.1 MI JCT RT 1-A, Rockingham, NH

Built 1942 Load: 15.3 t ADT: 3,283

SCRIBNER ROAD

Structurally Deficient

Over: EXETER RIVER

0.59MI. RTE 107, Rockingham, NH

Built 1941 Load: 15.4 t ADT: 238

POTATO ROAD

Structurally Deficient

Over: INDIAN RIVER

1.5 MI FROMENFIELD TL, Grafton, NH

Built 1930 Load: 16.0 t ADT: 624

TRUE'S BROOK ROAD

Structurally Deficient

Over: BLOODS BROOK

0.4 MI FR PLAINFIELD TL, Grafton, NH

Built 1952 Load: 16.3 t ADT: 1,068

FISH HATCHERY ROAD

Structurally Deficient

Over: PATCH BROOK

0.17MI NH25, Grafton, NH

Built 1930 Load: 16.3 t ADT: 44

EAST THETFORD ROAD

Structurally Deficient

Over: CONNECTICUT RIVER

0.1 MI FROM VERMONT SL, Grafton, NH

Built 1937 Load: 18.1 t ADT: 2,118

HILL ROAD

Structurally Deficient

Over: DARBY BROOK

.08 MI FR DINSMORE HILL, Cheshire, NH

Built 1970 Load: 18.4 t ADT: 90

FDR 35

Structurally Deficient

Over: DOUGLAS BROOK

MAP 32, Carroll, NH

Built 1950 Load: 18.8 t ADT: 50

US202,NH 9

Structurally Deficient

Over: ASH BROOK

1 MI FROM CURRIER RD, Merrimack, NH

Built 1970 Load: 19.6 t ADT: 2,807

BOG ROAD

Structurally Deficient

Over: CONNECTICUT RIVER

0.02 MILE EAST OF VT. S L, Coos, NH

Built 1893 Load: 22.9 t ADT: 300

US 1

Structurally Deficient

Over: CSX

1.1MI FROM RYE TL, Rockingham, NH

Built 1935 Load: 22.9 t ADT: 15,098

US 1

Structurally Deficient

Over: CSX(ABD)

0.1 MI FROM N HAMPTON TL, Rockingham, NH

Built 1936 Load: 23.2 t ADT: 16,112

MAPLEWOOD AVENUE

Structurally Deficient

Over: NORTH MILL POND

0.2 MI E JCT US 1 BYPASS, Rockingham, NH

Built 1940 Load: 25.0 t ADT: 6,472

US 4

Structurally Deficient

Over: BLACKWATER RIVER

0.3 MI FROM SALISBURY TL, Merrimack, NH

Built 1933 Load: 29.8 t ADT: 2,600

NH 32

Structurally Deficient

Over: MARTIN BROOK

1.48 MI. N. RICHMOND TL, Cheshire, NH

Built 1929 Load: 30.0 t ADT: 2,912

NH152

Structurally Deficient

Over: NORTH RIVER

5.15MI. NW LEE TL, Rockingham, NH

Built 1925 Load: 30.2 t ADT: 3,415

NH 9(LOUDON ROAD)

Structurally Deficient

Over: MERRIMACK RIVER

0.1 MI EAST JCT I-93, Merrimack, NH

Built 1966 Load: 31.7 t ADT: 23,188

NH 11

Structurally Deficient

Over: SUCKER BROOK

0.4 MI FROM FRANKLIN T.L., Merrimack, NH

Built 1929 Load: 32.3 t ADT: 2,622

FOWLER RIVER ROAD

Structurally Deficient

Over: FOWLER RIVER

5.2MI FR TUFTONBORO TL, Grafton, NH

Built 1930 Load: 32.7 t ADT: 234

NH 12

Structurally Deficient

Over: S BRANCH ASHUELOT RIVER

1.5 MI S TO TROY CENTER, Cheshire, NH

Built 1941 Load: 41.7 t ADT: 8,843

MAPLE AVE

Structurally Deficient

Over: BLACK BROOK

DOWNTOWN KEENE, Cheshire, NH

Built 1961 Load: 89.8 t ADT: 3,140

Showing 2,501-2,542 of 2,542 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.