Effingham County, GA

74 public highway bridges

Effingham County Bridge Snapshot

Effingham County, Georgia contains 74 public highway bridges in the FHWA National Bridge Inventory. Roughly 90.5% are rated “Good,” 6.8% “Fair,” 0% “Poor,” and 0% 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 GA 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.

74
Total Bridges
90.5%
Good
0%
Poor
0%
Structurally Deficient

Condition Distribution

Good
90.5% (67)
Fair
6.8% (5)
Poor
0% (0)
SD
0% (0)

All Bridges (74)

McCALL ROAD

Good

Over: LITTLE EBENEZER CREEK

3 MI S OF SPRINGFIELD, Effingham, GA

Built 1983 Load: 32.6 t ADT: 2,380

OLD LOUISVILLE ROA

Good

Over: SHRIMP CREEK

1.5 MI NW OF GUYTON, Effingham, GA

Built 1974 Load: 32.6 t ADT: 630

LITTLE McCALL ROAD

Good

Over: LITTLE EBENEZER CREEK

5 MI NW OF RINCON, Effingham, GA

Built 1995 Load: 32.6 t ADT: 514

SR 21 (NBL)

Good

Over: JACKS BRANCH

1 MI E OF SPRINGFIELD, Effingham, GA

Built 1996 Load: 32.6 t ADT: 7,380

SR 21 (SBL)

Good

Over: JACKS BRANCH

1 MI E OF SPRINGFIELD, Effingham, GA

Built 1997 Load: 32.6 t ADT: 5,640

STANDARD LANE

Good

Over: JACKS BRANCH

1 MI W OF SPRINGFIELD, Effingham, GA

Built 1997 Load: 32.6 t ADT: 300

LONG BRIDGE ROAD

Good

Over: LOCKNER CREEK

3 MI E OF RINCON, Effingham, GA

Built 1996 Load: 32.6 t ADT: 1,260

CLYO-KILDARE ROAD

Good

Over: EBENEZER CREEK

13 MI N OF SPRINGFIELD, Effingham, GA

Built 1996 Load: 32.6 t ADT: 550

SPRINGFIELD-TUSCLU

Good

Over: JACKS BRANCH

1 MI NW OFSPRINGFIELD, Effingham, GA

Built 1997 Load: 32.6 t ADT: 1,020

BUNYAN KESSLER RD

Good

Over: DASHER CREEK

2 MI E OFRINCON, Effingham, GA

Built 2001 Load: 32.6 t ADT: 1,606

LOG LANDING ROAD

Good

Over: EBENEEZER CREEK

4 MI N OF RINCON, Effingham, GA

Built 2002 Load: 32.6 t ADT: 3,480

LOG LANDING ROAD

Good

Over: EBENEZER CREEK

4 MILES N OF RINCON, Effingham, GA

Built 2007 Load: 32.6 t ADT: 3,480

SR 21

Good

Over: DEVILS BRANCH

1.5 MILES SOUTH OF SCREVE, Effingham, GA

Built 2007 Load: 32.6 t ADT: 5,020

SECKINGER FORD RD

Good

Over: DASHER CREEK

1.5 MI E OF RINCON, Effingham, GA

Built 2014 Load: 32.6 t ADT: 6,530

OLD AUGUSTA ROAD

Good

Over: DEVILS BRANCH

12 MI NE OF SPRINGFIELD, Effingham, GA

Built 1978 Load: 34.4 t ADT: 190

SR 26 (US 80)

Good

Over: OGEECHEE RIVER OVERFLOW

9 MI S OF GUYTON, Effingham, GA

Built 2015 Load: 35.3 t ADT: 11,700

SR 26 - US 80

Good

Over: LITTLE OGEECHEE CREEK

8 MI S OF GUYTON, Effingham, GA

Built 1926 Load: 36.2 t ADT: 11,100

HONEY RIDGE ROAD

Good

Over: MILL CREEK

4 MI S OF GUYTON, Effingham, GA

Built 2019 Load: 36.2 t ADT: 514

SR 119

Good

Over: OGEECHEE RIVER OVERFLOW

3.5 W OF GUYTON, Effingham, GA

Built 1992 Load: 39.0 t ADT: 4,370

SR 17

Good

Over: OGEECHEE CREEK

11 MI S OF GUYTON, Effingham, GA

Built 1960 Load: 39.9 t ADT: 6,830

SR 21 (NBL)

Good

Over: CSX RAILROAD

0.75 MI OF SPRINGFIELD, Effingham, GA

Built 1997 Load: 42.6 t ADT: 20,800

SR 21 (SBL)

Good

Over: CSX RAILROAD

0.75 MI S OF SPRINGFIELD, Effingham, GA

Built 1997 Load: 42.6 t ADT: 5,640

SR 119

Good

Over: WHITE DEER BRANCH

1 MI W OF SPRINGFIELD, Effingham, GA

Built 1989 Load: 53.5 t ADT: 9,270

SR 119

Good

Over: JACKS BRANCH

IN SPRINGFIELD CITY LIMIT, Effingham, GA

Built 1964 Load: 72.5 t ADT: 4,640

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