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SCUDDER FALLS BRIDGE Summer 2016

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SCUDDER FALLS BRIDGE Summer 2016 2015 2016 2017 2018 2019 2020 2021 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Contract T-667A: PA Tree Clearing Contract Design Advertise/Bid/Award Construction ScheduleClearing 2016-2021 - Phase 1 The project is in its final design phase.Ba t ReNoisestrict ionwall construction in Pennsylvania is expected to begin in SCUDDER FALLS BRIDGE summer 2016. The main construction contractClearing is -projected Phase 2 to begin in early 2017. New Jersey noise wall installation work will be part of the main project contract. Contract T-666A: PA Noise Walls REPLACEMENT PROJECT Construction Contract Design Advertise/Bid/Award 2015 2016 2017 2018 2019 2020 2021 Construction Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1EXISTING Q2BRIDGE Q3 Q4 Q1 Q2 Q3 Q4 Contract T-667A: STAGE 1 SB CONSTRUCTIONContract T-668A: Main Construction Contract TWO (2) TRAVEL LANES TWO (2) TRAVEL LANES PA Tree Clearing Contract 12’ EA. 12’ EA. Design SOUTHBOUND LANES NORTHBOUND LANES Design All–Electronic Tolling Southbound Direction Advertise/Bid/Award Project Background: Advertise/Bid/Award EXISTING BRIDGE STAGE 1 SB CONSTRUCTION Stage 1 (Southbound) ConstructionTWO (2) TRAVEL LANES TWO (2) TRAVEL LANES Clearing - Phase 1 12’ EA. 12’ EA. StageSOUTHBOUND 2 - (Nor LANESthbound) NORTHBOUNDCo LANESnstruction The Scudder Falls Bridge spans the Delaware River, connecting Ewing Township, New Jersey and Lower Makefield Bat Restriction Stage 3 Construction Clearing - Phase 2 Township, Pennsylvania. Originally constructed in 1959, the bridge now carries an average of 59,000 vehicles per day. EXISTING BRIDGE Due to capacity limitations, poor roadway geometry, and safety concerns, the bridge has been classified as “functionally STAGE 1 STAGE 1 - TRAFFIC AND SB CONSTRUCTION Contract T-666A: PA NoiseSB Wa CONSTRUCTIONlls TWO (2) TRAVEL LANES TWO (2) TRAVEL LANES Construction Contract 12’ EA. 12’ EA. obsolete.” The bridge is nearing the end of its useful lifespan and is in need of replacement. A comprehensive project is SOUTHBOUND LANES NORTHBOUND LANES MAIN RIVERDesign BRIDGE | TYPICAL STAGE CONSTRUCTION & TRAFFIC being advanced to replace the current bridge and address other concerns within the immediate I-95 corridor. EXISTING BRIDGE Advertise/STAGEBid/ 1 Award SB CONSTRUCTION STAGE 1 - TRAFFIC AND SB CONSTRUCTION TWO (2) TRAVEL LANES TWO (2) TRAVEL LANES 12’ EA. 12’ EA. 13’-0” TWO (2) TRAVEL LANES ConsTWO (2)tr TRAVELuction LANES 7’-27/8” SOUTHBOUNDSTAGE LANES 2 NORTHBOUND LANES SHOULDER 11’ EA. 11’ EA. SHOULDER EXISTING BRIDGE REMOVAL AND NB CONSTRUCTION SOUTHBOUND LANES ContractNORTHBOUND T-668A :LANES Main Construction Contract Project Information: EXISTING BRIDGE Design TO BE REMOVED STAGE 1 - TRAFFIC AND SB CONSTRUCTIONAll–Electronic Tolling Southbound Direction 13’-0” TWO (2) TRAVEL LANES TWO (2) TRAVEL LANES 7’-27/8” STAGE 2 SHOULDER 11’ EA. Advertise/Bid/Aw11’ar EA.d SHOULDER EXISTING BRIDGE REMOVAL AND NB CONSTRUCTION 1. Construction of a new dual-span bridge with 6 through- 4. Construction of a bicycle/pedestrian facility connecting SOUTHBOUND LANES StaNORTHBOUNDge 1 (Southbound) LANES Construction traffic lanes (3 in each direction) and 3 auxiliary lanes canal towpaths in NJ and PA EXISTING BRIDGE STAGE 1 - TRAFFIC AND SB CONSTRUCTIONStage 2 - (Northbound)TO BE REMOVED Construction (2 northbound, 1 southbound) to facilitate safe Stage 3 Construction movements of accelerating/decelerating vehicles 5. Reconfiguration of Taylorsville Road Interchange (Exits 13’-0” TWO (2) TRAVEL LANES TWO (2) TRAVEL LANES 7’-27/8” STAGE 2 SHOULDER 11’ EA. 11’ EA. SHOULDER EXISTING BRIDGE REMOVAL AND NB CONSTRUCTION entering or exiting at the bridge’s 2 flanking interchanges 51A south and 51B north) to improve safety conditions SOUTHBOUND LANES STAGE NORTHBOUND2 - TRAFFIC, LANES DEMOLITION AND NB CONSTRUCTION EXISTING BRIDGE TO BE REMOVED 2. Transition improvements on I-95 in NJ between Bear 6. Widening I-95 in PA by adding one travel lane in each 13’-0” TWO (2) TRAVEL LANES TWO (2) TRAVEL LANES 7’-27/8” STAGE 2 SHOULDER 11’ EA. 11’ EA. SHOULDER EXISTING BRIDGE REMOVAL AND NB CONSTRUCTION Tavern Road/County Route 579 Interchange (Exit 2) direction (widening to occur within the existing median) SOUTHBOUND LANES NORTHBOUND LANES STAGE 2 - TRAFFIC, DEMOLITION AND NB CONSTRUCTION EXISTING BRIDGE and NJ Route 29 Interchange (Exit 1) TO BE REMOVED 7. Implementation of a southbound all‒electronic 3. Construction of noise-abatement walls at warranted “cashless” tolling system, enabling drivers to pay tolls locations in both states while traveling at highway speeds, avoiding toll plaza THREE (3) TRAVEL LANES 12’STAGE EA. 2 - TRAFFIC, DEMOLITION AND NB CONSTRUCTIONTHREE (3) TRAVEL LANES 12’ EA. traffic congestion ACCEL. LANE TWO (2) THRU LANES 12’ EA. TWO (2) THRU LANES 12’ EA. DECEL. LANE SOUTHBOUND LANES NORTHBOUND LANES 8. Widened inside shoulders to accommodate potential STAGE 2 - TRAFFIC, DEMOLITION AND NB CONSTRUCTION future bus rapid transit THREE (3) TRAVEL LANES 12’ EA. THREE (3) TRAVEL LANES 12’ EA. ACCEL. LANE TWO (2) THRU LANES 12’ EA. TWO (2) THRU LANES 12’ EA. DECEL. LANE SOUTHBOUND LANES NORTHBOUND LANES THREE (3) TRAVEL LANES 12’ EA. THREE (3) TRAVEL LANES 12’ EA. ACCEL. LANE TWO (2) THRU LANES 12’ EA. STAGE 3 - TRAFFIC TWO (2) THRU LANES 12’ EA. DECEL. LANE SOUTHBOUND LANES NORTHBOUND LANES THREE (3) TRAVEL LANES 12’ EA. THREE (3) TRAVEL LANES 12’ EA. ACCEL. LANE TWO (2) THRU LANES 12’ EA. TWO (2) THRU LANES 12’ EA. DECEL. LANE STAGE 3 - TRAFFIC SOUTHBOUND LANES NORTHBOUND LANES STAGE 3 - TRAFFIC 10’-0” 12’-0” FOUR (4) TRAVEL LANES 12’ EA. 13’-23/4” 13’-23/4” FIVE (5) TRAVEL LANES 12’ EA. 12’-0” PED-BIKE SHOULDER SHOULDER SHOULDER SHOULDER PATH SOUTHBOUND LANES NORTHBOUND LANES STAGE 3 - TRAFFIC 10’-0” 3/4 3/4 10’-0” NOISE WALL 12’-0” FOUR (4) TRAVEL LANES 12’ EA. 13’-2 ” 13’-2 ” FIVE (5) TRAVEL LANES 12’ EA. 12’-0” PED-BIKE SHOULDER SHOULDER SHOULDER SHOULDER PATH SOUTHBOUND LANES NORTHBOUND LANES 10’-0” NOISE WALL 10’-0” 12’-0” FOUR (4) TRAVEL LANES 12’ EA. 13’-23/4” 13’-23/4” FIVE (5) TRAVEL LANES 12’ EA. 12’-0” BIKE PATH SHOULDER SHOULDER SHOULDER SHOULDER SOUTHBOUND LANES FINAL CONDITION NORTHBOUND LANES 10’-0” 10’-0” 12’-0” FOUR (4) TRAVEL LANES 12’ EA. 13’-23/4” 13’-23/4” FIVE (5) TRAVEL LANES 12’ EA. 12’-0” BIKE PATH SHOULDERNOISE WALL SHOULDER SHOULDER SHOULDER SOUTHBOUND LANES FINAL CONDITION NORTHBOUND LANES For further project information, please visit the project website: or 10’-0” www.scudderfallsbridge.com www.ScudderFallsBridge.com NOISE WALL call the project information line at 855-I-95-SPAN (495-7726). 1-855-I-95-SPAN (495-7726) | [email protected] FINAL CONDITION FINAL CONDITION MAIN RIVER BRIDGE | TYPICAL SECTION (LOOKING EAST) PROJECT SUMMARY: ENERGY EFFICIENT LIGHTING ACRYLIC NOISE WALL 1-INCH MESH FENCE The Scudder Falls Bridge Replacement Project will replace the existing bridge with a SHOULDERS 2 INSIDE, 2 OUTSIDE modern structure. The project will also correct deficiencies at its flanking interchanges and 10’-0” 12’-0” FOUR (4) TRAVEL LANES 12’-0” EACH 13’-23/4” 13’-23/4” FIVE (5) TRAVEL LANES 12’-0” EACH 12’-0” PED-BIKE SHOULDER SHOULDER SHOULDER SHOULDER approach roadways, provide pedestrian and bicycle access across the bridge to nearby canal PATH SOUTHBOUND LANES NORTHBOUND LANES PED-BIKE PATH towpaths, and construct noise-abatement walls at eligible locations. Overall, the project will / FENCE include 4.4 miles of improvements along the I-95 corridor between the Newtown‒Yardley / NOISE WALL Route 332 Interchange (Exit 49) in Pennsylvania and the Bear Tavern Road / County Route 579 Interchange (Exit 2) in New Jersey. ARCHITECTURAL RELIEF T.B.D. NORMAL WATER ELEVATION = 17.0’ APPROXIMATE MUD LINE SOIL ROCK The two artistic renderings below capture the final result for the new bridge. A steel alternative and a concrete alternative provide the best economic solution. Reconfigured Taylorsville Road Interchange (Exits 51A south and 51B north) in Lower Makefield Township, Pennsylvania will include improved exit lanes with traffic signals. STEEL ALTERNATIVE CONCRETE ALTERNATIVE A fully redesigned and reconstructed Route 29 Interchange (Exit 1) in Ewing Township, New Jersey will include round- abouts and improved acceleration and deceleration lanes..
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