SR 54 @ US 41 Alternative 1 (B) Evaluation Summary 41 Evaluation Summaries.pdf368 sec. 12 cycles 44 sec. 1 cycle 2040 no-build * Average delay includes traffic on express lanes which

Planning Level Cost EstimatesCost Component Cost

Construction (intersection) $155 - $196 millionRight-of-Way (intersection) $49 - $62 millionMaintenance (intersection, annually through 2040) $270,000 – $330,000Transit Capital (12 premium buses for corridor) $10.8 - $14.4 millionTransit Operating (BRT annually for corridor) $4.6 - $6.1 million

Travel Time Reduction

Consistency with County Goals

Consistency with Planned N/S Transit

Minimizing Environmental Impact (noise & visual impacts)

Pedestrian & Bicycle Safety Potential Risks Intersection Level of

ServiceEstimated Business

Relocations/ Takings Capital & ROW Costs

Evaluation Summary

Poor Good

DRAFT – Conceptual/Planning Level Analysis

Intersection Detail

Conceptual Alternative Alignment

Parcels Potentially Affected

Average Peak HourVehicle Delay

Existing

Alternative 1*

143 sec.2 cycle

368 sec.12 cycles

44 sec.1 cycle

2040 no-build

* Average delay includes traffic on express lanes which experience no delay. Buses in dedicated lanes have no delay at intersection.

SR 54 @ US 41Alternative 1 (B)

Evaluation Summary

Potential Business Impacts (1/4 mile from intersection)Type of Impact Amount of Impact

Number of Parcels Potentially Affected 25Square Feet of Property Potentially Acquired 712,809Driveways Potentially Modified 17

SR 54 Overpass –Over US 41

170’ Raised Median

12’ Left TurnLane (3)

12’ Travel

Lane (2)

5’ BikeLane

12’ Right Turn

Lane (2)

6’ Sidewalk

12’ Travel

Lane (3)

5’ BikeLane

6’ Sidewalk

10’ Shoulder

10’ Shoulder

12’ Travel

Lane (3)

14’ Walkway

12’ Express

Bus Lane

6’ Shoulder

(2)

4’ Shoulder

12’ Express

Bus Lane

4’ Shoulder

6’ Shoulder

(2)

12’ Travel

Lane (3)

“F” Shaped Traffic Railing“F” Shaped Traffic Railing


43’ Raised Median

12’ TravelLane

12’ TravelLane

12’ TravelLane

5’ BikeLane

6’ Sidewalk

6’ Shoulder

12’ Left Turn

Lane

12’ Left Turn

Lane

12’ TravelLane

12’ TravelLane

5’ BikeLane

12’ Right Turn

Lane

6’ Sidewalk

6’ Shoulder

12’ TravelLane

10’ Shoulder

10’ Shoulder

12’ Travel Lane

12’ Travel Lane

12’ Travel Lane

12’ Travel Lane

6’ Shoulder

6’ Shoulder


Construction (intersection) $89 - $113 millionRight-of-Way (intersection) $1.7 - $2.2 millionMaintenance (intersection, annually through 2040) $540,000 – $680,000Transit Capital (12 premium buses for corridor) $2.7 - $3.6 millionTransit Operating (express bus annually for corridor) $1.7 - $2.3 millionPotential Toll Revenue (through 2040) $15.7 million / mile








Evaluation Summary

Poor Good


Intersection Detail




Existing

Alternative 2*

143 sec.2 cycle

368 sec.12 cycles

105 sec.2 cycles

2040 no-build

* Average delay includes traffic on express lanes which experience no delay.

SR 54 @ US 41Alternative 2 (C)

Evaluation Summary



SR 54 –Express Lanes over

US 41

43’ Raised Median

12’ Travel Lane (3)

5’ Bike Lane

6’ Sidewalk

6’ Shoulder

12’ Left Turn Lane (2)

5’ BikeLane

12’ Right Turn

Lane

6’ Sidewalk

6’ Shoulder

12’ Travel

Lane (3)


10’ Shoulder

10’ Shoulder



6’ Shoulder (2)








Evaluation Summary

Poor Good


Intersection Detail




Existing

Alternative 3*

142 sec.2 cycle

368 sec.12 cycles

105 sec.2 cycles

2040 no-build

* Average delay includes traffic on express lanes which experience no delay. Express bus in express lanes has no delay.

SR 54 @ US 41Alternative 3 (D)

Evaluation Summary




US 41


Construction (intersection) $89 - $113 millionRight-of-Way (intersection) $1.7 - $2.2 millionMaintenance (intersection, annually through 2040) $540,000 – $680,000Transit Capital (12 premium buses for corridor) $2.7 - $3.6 millionTransit Operating (express bus annually for corridor) $1.7 – 2.3 millionPotential Toll Revenue (through 2040) $15.7 million / mile

60’ Raised Median


5’ BikeLane

6’ Sidewalk

6’ Shoulder


5’ BikeLane

12’ Right Turn

Lane

6’ Sidewalk

6’ Shoulder

12’ Travel

Lane (3)


10’ Shoulder

10’ Shoulder

12’ Travel

Lane (2)

12’ Travel

Lane (2)

6’ Shoulder (2)








Evaluation Summary

Poor Good


Intersection Detail




Existing

Alternative 4*

143 sec.2 cycles

368 sec.12 cycles

105 sec.2 cycles

2040 no-build

* Average delay includes traffic on express lanes which experience no delay. Express bus in express lanes haw no delay.

SR 54 @ US 41Alternative 4 (F)

Evaluation Summary




US 41


Construction (intersection) $106 - $134 millionRight-of-Way (intersection) $55 - $70 millionMaintenance (intersection, annually through 2040) $310,000 – $390,000Transit Capital (12 premium buses for corridor) $2.7 - $3.6 millionTransit Operating (annually for corridor) $1.7 - $2.3 millionPotential Toll Revenue (through 2040) $15.7 million / mile

130’ Raised Median


5’ BikeLane

12’ Right Turn

Lane

6’ Sidewalk

6’ Shoulder

12’ Travel

Lane (3)

“F” Shaped Traffic Railing


5’ BikeLane

6’ Sidewalk

6’ Shoulder

“F” Shaped Traffic Railing

14’ Walkway

10’ Shoulder

12’ Express

BusLane

12’ Travel

Lane (2)

6’ Shoulder (2)

10’ Shoulder

4’ Shoulder

12’ Travel

Lane (2)

12’ Express

BusLane

4’ Shoulder

6’ Shoulder (2)








Evaluation Summary

Poor Good


Intersection Detail




Existing

Alternative 5*

143 sec.2 cycles

368 sec.12 cycles

105 sec.2 cycles

2040 no-build

* Average delay includes traffic on express lanes which experience no delay. Express bus in express lanes has no delay.

SR 54 @ US 41Alternative 5 (G)

Evaluation Summary




US 41


Construction (intersection) $140 - $177 millionRight-of-Way (intersection) $62 - $78 millionMaintenance (intersection, annually through 2040) $310,000 – $390,000Transit Capital (12 premium buses for corridor) $10.8 - $14.4 millionTransit Operating (BRT annually for corridor) $4.6 - $6.1 millionPotential Toll Revenue (through 2040) $15.7 million / mile

SR 54 @ US 41Alternative 6 (H)

Evaluation Summary








Evaluation Summary

Poor Good


Intersection Detail

Average Peak Hour Vehicle Delay

Existing

Alternative 6

143 sec.2 cycles

368 sec.12 cycles

368 sec.12 cycles

2040 no-build






Construction (intersection) $10 - $14 millionRight-of-Way (intersection) $10 - $14 millionMaintenance (intersection, annually through 2040) $40,000 - $50,000Transit Capital (12 premium buses for corridor) $10.8 - $14.4 millionTransit Operating (BRT annually for corridor) $4.6 – 6.1 million Transit riders have

minimal delay (<1 cycle).

34’ Raised Median


12’ Right Turn

Lane

6’ Raised Median

12’ Travel

Lane (3)

14’ Walkway

12’ Express

BusLane

6’ Shoulder

4’ Shoulder

12’ Express

BusLane

4’ Shoulder

6’ Shoulder


5’ BikeLane

6’ Sidewalk

6’ Sidewalk

5’ BikeLane

SR 54 @ US 41Alternative 7 - CFI

Evaluation Summary








Evaluation Summary

Poor Good


Intersection Detail


Existing

Alternative 7

143 sec.2 cycles

368 sec.12 cycles

89 sec.2 cycles

2040 no-build





Planning Level Cost Estimates

Cost Component CostConstruction $65 - $82 millionRight-of-Way $65 - $82 millionMaintenance (annually through 2040) $220,000 - $270,000

SR 54 @ US 41Alternative 8 - PFI

Evaluation Summary








Evaluation Summary

Poor Good


Intersection Detail


Existing

Alternative 7

143 sec.2 cycles

368 sec.12 cycles

56 sec.1 cycle

2040 no-build







Costs for use of the PFI patent would be added based on future determination and project development.

SR 54 @ US 41Alternative 9 –Frontage Roads

Evaluation Summary








Evaluation Summary

Poor Good


Intersection Detail


Existing

Alternative 9

143 sec.2 cycles

368 sec.12 cycles

256 sec.3 cycles

2040 no-build



Potential Business Impacts (1/4 mile from intersection)

Type of Impact Amount of ImpactNumber of Parcels Potentially Affected 29Square Feet of Property Potentially Acquired 441,955Driveways Potentially Modified 26



SR 54 @ US 41Alternative 10 –

Optimal IntersectionDesign Combined with

Elevated lanes


Phase 1 Recommendations of Task Force (12 Alternatives)

Alt. No. West Task Force Alternative Description East Task

Force

1 Elevated Lanes at Major Intersections; Bus or Rail in Separate Lanes (B)

2 Elevated Express Lanes (entire length); No Bus Service in Elevated Lanes (C)

3 Elevated Express Lanes (entire length); Bus Service in Elevated Lanes (D)

4 Elevated Express Lanes At Major Intersections; Express Lanes on the Ground for Remainder; Bus Service in Express Lanes (F)

5 Elevated Express Lanes At Major Intersections; Express Lanes on the Ground for Remainder; Bus or Rail in Separate Lanes (G)

6 Bus or Rail in Separate Lanes on the Ground (H)

6 Roadway & Transit Build Alternatives


Force

7 Continuous Flow Intersection

8 Parallel Flow Intersection

9 Frontage / bypass / service road

10 Optimal intersection design combined with elevated lanes

11 Triple left‐turn and single right‐turn lanes at all approaches

1 No‐Build Alternative


Force

12 No‐Build Alternative

5 Complementary Alternatives

Project Team recommended delaying the evaluation of this alternative, pending discussion of and direction from the Task Force.


Triple LeftsEvaluation Summary








Evaluation Summary

Poor Good


Intersection Detail


Existing

Alternative 11

143 sec.2 cycles

368 sec.12 cycles

158 sec.2 cycles

2040 no-build



Potential Business Impacts (1/4 mile from intersection)

Type of Impact Amount of ImpactNumber of Parcels Potentially Affected 20Square Feet of Property Potentially Acquired 103,235Driveways Potentially Modified 21


Cost Component CostConstruction $630,000 - $790,000Right-of-Way $630,000 - $790,000Maintenance (annually through 2040) $8,000 - $10,000


No-Build






ServiceEstimated Business Relocations/ Takings Capital & ROW Costs

Evaluation Summary

Poor Good


Intersection Detail


Existing

143 sec.2 cycles

368 sec.12 cycles

2040 no‐build

Documents

SR 54 @ US 41 Alternative 1 (B) Evaluation Summary 41 Evaluation Summaries.pdf368 sec. 12 cycles 44 sec. 1 cycle 2040 no-build * Average delay includes traffic on express lanes which