RAMP OFF SC 30 EB

over MARSH

IN CHARLESTON, Charleston County, South Carolina

Condition

Good

Year Built

1993

Daily Traffic

6,050

Length

70 ft

About This Bridge

RAMP OFF SC 30 EB carries traffic over MARSH in Charleston County, South Carolina. Built in 1993, this structure is 33 years old, built during a period of significant highway expansion. The bridge features prestressed concrete continuous construction with a box beam - single/spread design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 6,050 vehicles cross this bridge daily, indicating lower traffic volumes common for local roads and rural routes. While traffic is lighter, these bridges still serve essential community transportation needs.

The bridge is currently rated in good condition based on federal inspection criteria established by the Federal Highway Administration. The structure meets current safety standards for its designated use and load capacity. With a total length of 70 feet, this is a shorter span typical of local road crossings, often carrying traffic over small streams, drainage channels, or other roadways.

The construction materials used in this bridge were selected based on engineering requirements, cost considerations, and local conditions at the time of construction.

Federal law requires that all highway bridges be inspected at least every 24 months by qualified inspectors following the National Bridge Inspection Standards (NBIS). Some bridges with known issues or unusual characteristics may be inspected more frequently. Inspection data is reported to the National Bridge Inventory, a database maintained by the Federal Highway Administration that tracks the condition of all public highway bridges in the United States. This bridge data is sourced from that federal database and reflects the most recent available inspection results.

Condition Ratings

7

Deck Condition

Good

7

Superstructure

Good

7

Substructure

Good

7

Channel & Protection

Good

7

Lowest Rating

Determines condition category

NBI condition ratings range from 0 (failed) to 9 (excellent). Ratings of 4 or below are considered poor. The overall condition category is determined by the lowest individual component rating.

With a lowest rating of 7, this bridge demonstrates good condition meeting all safety standards.

For a structure built in 1993, maintaining good condition demonstrates effective maintenance practices.

Bridge Details

Prestressed Concrete Continuous is the primary structural material, which influences maintenance requirements and expected lifespan. The box beam - single/spread design was selected based on span requirements, load capacity needs, and site conditions at the time of construction. Maintenance responsibility falls to State Highway Agency.

Construction

Year Built1993
MaterialPrestressed Concrete Continuous
Design TypeBox Beam - Single/Spread
OwnerState Highway Agency

Dimensions

Total Length70 ft (21.4 m)
Max Span12 ft (3.7 m)
Deck Width3 ft
Deck Area1,902 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 1,902 sq ft determines surface maintenance scope.

Classification

Route TypeState Highway
Route Number3
Lanes On Bridge1
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceNot eligible
Scour Critical8
Detour Length

Traffic Data

Traffic volume data helps engineers assess bridge wear patterns and plan maintenance schedules. Average Daily Traffic (ADT) counts are updated periodically and represent typical weekday usage.

6,050

Avg Daily Traffic (2014)

Vehicles per day crossing this bridge

Truck Traffic

Commercial vehicle percentage

9,801

Projected Future ADT

Estimated future demand

This bridge carries approximately 6,050 vehicles per day, translating to roughly 2,208,250 crossings annually. Lower traffic volumes generally result in less structural wear over time.

Traffic projections estimate future volumes of 9,801 vehicles daily, a 62% increase from current levels. These projections inform capacity planning and potential upgrade requirements.

Load Ratings

Load ratings determine what weight this bridge can safely support. These values are critical for routing heavy vehicles and issuing overweight permits.

Operating Rating

4.4 tons

Maximum allowable load for special permits

Inventory Rating

2.9 tons

Load level for normal traffic

The operating rating of 4.4 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.9 tons is the safe load limit for everyday traffic without restrictions. These relatively low ratings may result in posted weight limits or route restrictions for heavy vehicles.

5-Year Condition Trend

Declining

Condition has declined by 1.0 rating points since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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34.296667, -80.312778

Identification

Structure Number000000000008619
NBI IDSC-000000000008619
State FIPS45
County FIPS019

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Data Source: Federal Highway Administration (FHWA) National Bridge Inventory 2024

Bridge inspection data is typically updated every 24 months. Conditions may have changed since the last inspection.

“Structurally deficient” does not mean a bridge is unsafe or likely to collapse. It indicates that one or more key structural elements are in poor or worse condition. Bridges are inspected regularly and may have load restrictions in place.

This data is for informational purposes only and should not be used for route clearance or vehicle weight decisions.

RAMP OFF SC 30 EB over MARSH | South Carolina