Lawrence County, AL

175 public highway bridges

Lawrence County Bridge Snapshot

Lawrence County, Alabama contains 175 public highway bridges in the FHWA National Bridge Inventory. Roughly 52% are rated “Good,” 45.1% “Fair,” 2.9% “Poor,” and 2.9% 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 AL 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.

175
Total Bridges
52%
Good
2.9%
Poor
2.9%
Structurally Deficient

Condition Distribution

Good
52% (91)
Fair
45.1% (79)
Poor
2.9% (5)
SD
2.9% (5)

All Bridges (175)

COUNTY ROAD 87

Good

Over: BIG SHOALS CREEK

1.1 MI NE JCT CR 203, Lawrence, AL

Built 2007 Load: 55.1 t ADT: 1,233

CR 224

Good

Over: BIG SHOAL CREEK

0.1 MI SOUTH CR 227, Lawrence, AL

Built 2007 Load: 55.1 t ADT: 99

CR. 23

Good

Over: Borden Branch

1.10 MI SOUTH OF CR 24, Lawrence, AL

Built 2016 Load: 58.2 t ADT: 44

CR 165

Good

Over: Unnamed Stream

1.7 MI. W CO RT 236, Lawrence, AL

Built 2018 Load: 61.4 t ADT: 35

CR 460

Good

Over: TROUBLESOME CREEK

3.8 MI W JCT SR 101, Lawrence, AL

Built 1929 Load: 62.3 t ADT: 4,130

CO RT 214

Good

Over: UNNAMED BRANCH

0.5 MI E JCT CO RT 305, Lawrence, AL

Built 1955 Load: 63.2 t ADT: 480

COUNTY ROAD 150

Good

Over: SANDY BRANCH

2.2 MILES SOUTH OF AL 20, Lawrence, AL

Built 2010 Load: 65.7 t ADT: 278

CO. RT. 298

Good

Over: TURKEY CREEK

1.1 MI E JCT SR 33, Lawrence, AL

Built 1994 Load: 66.0 t ADT: 120

SR 24

Good

Over: SLEDGE CREEK

2.7 M W JCT SR 24 & SR 33, Lawrence, AL

Built 1980 Load: 67.0 t ADT: 6,400

CO RT 12

Good

Over: EDDY CREEK

0.04 MI E JCT SR 33, Lawrence, AL

Built 1978 Load: 70.0 t ADT: 200

COUNTY ROAD 324

Good

Over: WILEY BRANCH

0.2 MI SW JCT CR 434, Lawrence, AL

Built 2003 Load: 71.1 t ADT: 96

CO. RT. 316

Good

Over: FLAT CREEK

1.0 MI E JCT CR 434, Lawrence, AL

Built 2004 Load: 71.6 t ADT: 65

CO RT 118

Good

Over: BORDON BRANCH

0.3 MI W JCT CR 117, Lawrence, AL

Built 2005 Load: 78.9 t ADT: 50

COUNTY ROAD 38

Good

Over: TANYARD BRANCH

0.3 MI E N JCT CR 460, Lawrence, AL

Built 2004 Load: 82.1 t ADT: 80

CO RT 214

Good

Over: TURKEY CREEK

0.9 MI E JCT SR 33, Lawrence, AL

Built 1960 Load: 88.9 t ADT: 1,301

SR 24

Good

Over: SLEDGE CREEK

2.6 M W JCT SR 24 & SR 33, Lawrence, AL

Built 1980 Load: 88.9 t ADT: 6,400

SR 24

Good

Over: FLAT CREEK

8.2 M E JCT SR 24 & SR157, Lawrence, AL

Built 1984 Load: 88.9 t ADT: 15,250

SR 157

Good

Over: BRANCH

3.1 M N JCT SR157 & SR101, Lawrence, AL

Built 1959 Load: 88.9 t ADT: 5,670

CO RT 72

Good

Over: UNNAMED CREEK

0.5MI E JCT CO RT 327, Lawrence, AL

Built 1996 Load: 88.9 t ADT: 1,430

COUNTY ROAD 87

Good

Over: LITTLE SHOALS CREEK

1.2 MI NE JCT CR 203, Lawrence, AL

Built 2007 Load: 88.9 t ADT: 1,233

JEFFERSON STREET

Poor

Over: BIG NANCE CREEK

1.9 MI. W. COURTLAND, Lawrence, AL

Built 1926 ADT: 1,100

JEFFERSON STREET

Poor

Over: BIG NANCE CREEK RELIEF

1.8 MI. JCT. SR 33, Lawrence, AL

Built 1926 ADT: 1,100

JEFFERSON STREET

Poor

Over: SOUTHERN RAILROAD

2.2 MI. W. JCT. SR 33, Lawrence, AL

Built 1927 Load: 1.8 t ADT: 1,100

RAILROAD ST

Poor

Over: STREAM

0.1 MI W JCT SR 101, Lawrence, AL

Built 1949 Load: 14.0 t ADT: 100

CO RT 593

Structurally Deficient

Over: BIG NANCE CREEK

2 MI. S. OF TERRYTOWN, Lawrence, AL

Built 1985 Load: 1.8 t ADT: 75

Read our methodology — how this data is sourced, computed, and verified.

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