Ramp 101S to 202E

over Rp W-S 101 202 Rp E-N

101 / 202 TI, Maricopa County, Arizona

Condition

Good

Year Built

1997

Daily Traffic

19,036

Length

229 ft

About This Bridge

Ramp 101S to 202E carries traffic over Rp W-S 101 202 Rp E-N in Maricopa County, Arizona. Built in 1997, this structure is 29 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 19,036 vehicles cross this bridge daily, representing moderate traffic volumes typical of important regional connectors. This level of usage requires regular monitoring to ensure continued safe operation. Commercial trucks account for 7% of all crossings. This proportion of commercial traffic is typical for this roadway classification and is factored into the bridge's design load ratings.

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 229 feet, this structure falls within the typical range requiring standard inspection procedures conducted by certified bridge inspectors.

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 1997, 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 Built1997
MaterialPrestressed Concrete Continuous
Design TypeBox Beam - Single/Spread
OwnerState Highway Agency

Dimensions

Total Length229 ft (69.8 m)
Max Span21 ft (6.4 m)
Deck Width3 ft
Deck Area6,631 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 6,631 sq ft determines surface maintenance scope.

Classification

Route TypeState Highway
Route Number101
Lanes On Bridge1
Lanes Under Bridge20

Status

Toll BridgeNo
Historical SignificanceNot eligible
Scour Critical8
Detour Length2 mi (3 km)

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.

19,036

Avg Daily Traffic (2019)

Vehicles per day crossing this bridge

7%

Truck Traffic

Commercial vehicle percentage

19,046

Projected Future ADT

Estimated future demand

This bridge carries approximately 19,036 vehicles per day, translating to roughly 6,948,140 crossings annually. This moderate traffic level is typical for regional connectors.

Commercial trucks comprise 7% of traffic. Heavy vehicles cause disproportionate wear—a single fully loaded truck can have the impact of thousands of passenger cars on bridge deck surfaces.

Traffic projections estimate future volumes of 19,046 vehicles daily, a 0% 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

9.0 tons

Maximum allowable load for special permits

Inventory Rating

3.6 tons

Load level for normal traffic

The operating rating of 9.0 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 3.6 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

Stable

Condition has remained relatively stable since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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33.920000, -112.710000

Identification

Structure Number02343
NBI IDAZ-02343
State FIPS04
County FIPS013

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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 101S to 202E over Rp W-S 101 202 Rp E-N | Arizona