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List of archived Capital Projects in Davidson County undertaken by the Nashville Department of Transportation and Multimodal Infrastructure.  This dataset is no longer updated.


 

Source Link: https://www.nashville.gov/departments/transportation/projects/capital-projects

Metadata Document: Archived NDOT Capital Projects Metadata.pdf

Contact Data Owner: opendata@nashville.gov
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Current estimated cost encompasses street conversions on both 20th and 21st Ave N."},{"count":2,"value":"Project may take place in the future pending scheduling/planning.\n\n"},{"count":2,"value":"The bridge repairs will require the traffic controls measures."},{"count":2,"value":"The guardrail installation will require traffic control measures."},{"count":2,"value":"The guardrail repairs will require traffic control measures."},{"count":1,"value":"15TH AVE N - BUCHANAN ST - CLAY ST"},{"count":1,"value":"16TH AVE N - BUCHANAN ST - CLAY ST"}],"count":568,"uniqueCount":196}},"ppanumber":{"meta":{"pass":false,"missingStats":["count"],"error":""},"statistics":{"duration":384.36491203308105,"values":[{"count":20,"value":"1994"},{"count":16,"value":"1058"},{"count":15,"value":"1485"},{"count":13,"value":"1088"},{"count":12,"value":"1806"},{"count":7,"value":"1820"},{"count":6,"value":"1728"},{"count":6,"value":"1833"},{"count":5,"value":"1262"},{"count":5,"value":"1734"},{"count":5,"value":"1979"},{"count":4,"value":"1518"},{"count":4,"value":"1687"},{"count":4,"value":"1799"},{"count":3,"value":"1940"},{"count":2,"value":"1784"},{"count":2,"value":"1807"},{"count":2,"value":"1835"},{"count":2,"value":"1837"},{"count":2,"value":"1874"},{"count":2,"value":"1981"},{"count":1,"value":"1055"},{"count":1,"value":"1067"},{"count":1,"value":"1238"},{"count":1,"value":"1279"},{"count":1,"value":"1345"},{"count":1,"value":"1482"},{"count":1,"value":"152"},{"count":1,"value":"1528"},{"count":1,"value":"1555"},{"count":1,"value":"1597"},{"count":1,"value":"1650"},{"count":1,"value":"1652"},{"count":1,"value":"1663"},{"count":1,"value":"1726"},{"count":1,"value":"1730"},{"count":1,"value":"1743"},{"count":1,"value":"1744"},{"count":1,"value":"1751"},{"count":1,"value":"1781"},{"count":1,"value":"1808"},{"count":1,"value":"1828"},{"count":1,"value":"1891"},{"count":1,"value":"1901"},{"count":1,"value":"1907"},{"count":1,"value":"1910"},{"count":1,"value":"1916"},{"count":1,"value":"1917"},{"count":1,"value":"1925"},{"count":1,"value":"1926"}],"count":211,"uniqueCount":95}},"description":{"meta":{"pass":true,"missingStats":[],"error":null},"statistics":{"duration":150.87771799974144,"values":[{"count":124,"value":"Based on the current condition index, this roadway segment qualifies for paving."},{"count":13,"value":"Construction of a new bike lane. 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"},{"count":2,"value":"Construction of new bike lanes in conjunction with a street conversion."},{"count":2,"value":"Construction of new protected bike lanes."},{"count":2,"value":"The Connect Downtown plan does not propose a mobility lane."},{"count":2,"value":"The work will consist of replacing the damaged guardrail in accordance with TDOT standard drawings."},{"count":2,"value":"Upgrade existing bike lanes."},{"count":2,"value":"Upgrades to existing bikeway in conjunction with repaving, including buffer and vertical delineation."},{"count":2,"value":"Upgrades to existing bikeway."},{"count":2,"value":"Upgrades to existing striped bike lanes including bike lane buffers and vertical delineation in conjunction with TDOT repaving project."},{"count":1,"value":"15TH AVE N - BUCHANAN ST - CLAY ST"},{"count":1,"value":"16TH AVE N - BUCHANAN ST - CLAY ST"},{"count":1,"value":"19TH AVE S - BROADWAY - DIVISION ST"},{"count":1,"value":"20' sidewalk between Rep John Lewis Way and 4th Ave"},{"count":1,"value":"20' sidewalk between Rep John Lewis Way(5th ave) and 4th Ave."},{"count":1,"value":"21ST AVE S - WEST END AV - TERRACE PL"},{"count":1,"value":"233 linear ft of 5ft sidewalk. This project met selection criteria due to connectivity and the opportunity for safety improvements. "},{"count":1,"value":"28TH AVE S - WEST END AV - VANDERBILT PL"},{"count":1,"value":"3,119 ft of new 5ft wide sidewalk and varying furnishing zone. This project met criteria for selections due to increased connectivity and the opportunity to provide safety improvements. "},{"count":1,"value":"37TH AVE N - MURPHY RD - PILCHER AV"},{"count":1,"value":"41ST AVE N - DELAWARE AVE - INDIANA AVE"},{"count":1,"value":"4260 LF sidewalk, curb & gutter on east side of Dickerson Pike from Douglas Ave to Trinity Lane. Project includes Stormwater improvements, landscaping, and curb ramp improvements."},{"count":1,"value":"ALLISON PL - SOUTHGATE AV - WEDGEWOOD AV"},{"count":1,"value":"Approx. 675 linear feet of 5ft sidewalk. This project met selection criteria due to connectivity and the opportunity for safety improvements. "},{"count":1,"value":"ARTIC AVE - BRICK CHURCH PIKE - DEAD END"},{"count":1,"value":"BAKERS GROVE LN - BAKERS GROVE RD - HOBSON PK"},{"count":1,"value":"BAKERS GROVE RD - DEAD END - BAKERS GROVE LN"},{"count":1,"value":"BARKER RD - BROOKVIEW DR - DEARBORN DR"},{"count":1,"value":"Based on the current condition index, this roadway segment qualifies for paving"},{"count":1,"value":"BESSIE AVE - DEAD END - DEAD END"},{"count":1,"value":"Bikeway type to be determined based on conditions and feasibility."},{"count":1,"value":"BOSCOBEL ST - S 14TH ST - S 20TH ST"},{"count":1,"value":"Bridge Deck Replacement - The work will consist of replacing the bridge deck and approaches as identified by TDOT's inspection report and included in TDOT Flagged bridges list and to ensure the safety of the traveling public."},{"count":1,"value":"BRIDGE REPAIRS identified by TDOT Bridge Maintenance Division - Repairs needed to address damaged and deteriorated sidewalks on bridge, steel corrosion girders A & D, steel corrosion bearings A and H at abutment 2, heavy corrosion gusset plate & pack rusting Beam A, concrete deck deterioration.\n"},{"count":1,"value":"BRIDGE REPAIRS identified by TDOT Bridge Maintenance Division - Repairs needed to address damaged bottom flange of beam, moderate to heavy corrosion and section loss of bearing plates, failed wingwall and overturning wingwall.\n"},{"count":1,"value":"BRIDGE REPAIRS identified by TDOT Bridge Maintenance Division - The work will require coordination with CSXT Railroad. Repairs needed to address concrete cracks on bents and abutments greater than 1/4\", concrete spalls on bents and abutments, erosion under abutment footing.\n"},{"count":1,"value":"BRIDGE REPAIRS identified by TDOT Bridge Maintenance Division 2021 Flagged Bridges List - Repairs/maintenance needed to address clogged drains (Flagged), repair and clean expansion joints, repair cracks in beams A and E.\n"},{"count":1,"value":"BRIDGE REPLACEMENT - To replace the bridge that is rated poor by 2019 TDOT inspection report. The work will consist of replacing the existing bridge with 100' steel beam bridge. The bridge design plans for replacement are complete. The bridge is load posted for 10 tons two axle vehicles, 18 tons 3 or more axles vehicles. TDOT Bridge Maintenance Division identified bridge element(s) rated poor and in need of immediate attention; the bridge has several steel beams with substantial section loss. In addition, the abutments have large cracks due to differential settlement. The remaining steel beams show signs of deterioration and require remedial repairs. "},{"count":1,"value":"BRIDGE REPLACEMENT CONSTRUCTION- Funding requested for Construction of the bridge replacement. The bridge is rated poor by 2021 TDOT inspection report. The bridge is load posted for 13 tons two axle vehicles, 23 tons 3 or more axles vehicles. The bridge deck has extensive delamination, concrete spalls with exposed steel, and concrete cracks.\n"}],"count":568,"uniqueCount":385}},"justification":{"meta":{"pass":true,"missingStats":[],"error":null},"statistics":{"duration":146.95597200095654,"values":[{"count":126,"value":"Based on the current condition index, this roadway segment qualifies for paving."},{"count":125,"value":"To provide safe connections for people biking to neighborhoods and destinations for transportation and recreation."},{"count":87,"value":"Based on the current condiion index, this roadway segment qualifies for paving"},{"count":46,"value":"To provide safe connections for people walking to neighborhoods and destinations for transportation and recreation."},{"count":37,"value":"To address and resolved bridge repairs identified by the TDOT inspection report.\n"},{"count":12,"value":"To provide connectivity to local neighborhoods."},{"count":7,"value":"To provide safe connections for people biking to neighborhoods and destinations for transportation and recreation"},{"count":4,"value":"To address and resolve the following: Damaged guardrail\n"},{"count":4,"value":"To provide safe connections for people biking to neighborhoods and destinations for transportation and recreation.\n"},{"count":2,"value":"Complete Streets"},{"count":2,"value":"Safety for people walking and people biking."},{"count":2,"value":"To address and resolve the following: Damaged guardrail."},{"count":2,"value":"To address and resolve the following: To install new guardrail for the safety of the public on a narrow residential street."},{"count":2,"value":"To increase pedestrian safety and connectivity. "},{"count":2,"value":"To provide connectivity and pedestrian safety improvements."},{"count":2,"value":"To provide safe connections for people walking to neighborhoods and destinations for transportation and recreation along McGavock Pike."},{"count":1,"value":" The 2021 TDOT supplemental report identified concrete spalls with exposed steel, concrete delamination, and concrete cracks in the bridge deck, pier, and abutments. In addition, there is embankment erosion between the roadway and the bridge headwall.\n\n"},{"count":1,"value":" The 2021 NDOT inspection identified expansion joint failure at two locations, structural steel deterioration and buildup at bearing plates, concrete cracks and spalls on the bridge concrete members.\n"},{"count":1,"value":" The 2021 TDOT inspection identified concrete cracks and aggregate pop outs on the bridge deck.\n"},{"count":1,"value":" The 2021 TDOT inspection identified concrete cracks and concrete spalls on bridge deck.\n"},{"count":1,"value":" The 2021 TDOT inspection identified concrete cracks on bridge deck, concrete cracks and concrete spalls with exposed steel on the southern abutment, concrete spalls with exposed steel on bottom of bridge deck.\n"},{"count":1,"value":" The 2021 TDOT inspection identified concrete cracks, concrete scale, aggregate popouts, on the bridge deck, concrete cracks in abutments and wingwalls, sediment buildup.\n"},{"count":1,"value":" The 2021 TDOT inspection identified concrete deck deterioration, stacked stone with mortar wingwalls failure\n"},{"count":1,"value":" The 2021 TDOT inspection identified concrete spalls with exposed steel and concrete cracks on the abutments and wingwalls, two wingwalls that have a separation from the adjacent abutment and a tilt from 1-5/8” to 2”, concrete cracks in the beams.\n"},{"count":1,"value":" The 2021 TDOT inspection identified concrete spalls with exposed steel and concrete delamination at both abutments.\n"},{"count":1,"value":"2021 TDOT inspection identified embankment failure at approach A, wingwall tilt, deterioration of bridge deck, sediment buildup in bridge barrels, concrete spalls at abutments\n"},{"count":1,"value":"4th Avenue at Church Street is a Vision Zero high injury intersection."},{"count":1,"value":"Aligns with ITS implantation plan - Funded through 2019 CMAQ "},{"count":1,"value":"Aligns with ITS Implementation Plan."},{"count":1,"value":"Brick Church Pike at Ewing Drive is a Vision Zero high injury intersection."},{"count":1,"value":"Fills gap in sidewalk network and provides connectivity to transit, William Coleman Park, Library, and St. Edwards School"},{"count":1,"value":"Funded through the 2020 ATCMTD Grant in partnership with NDOT, WeGo, and TDOT. Aligns with ITS Implementation Plan and 2020 Transportation Plan."},{"count":1,"value":"Hillsboro Circle at Bandywood Drive is a Vision Zero high injury intersection."},{"count":1,"value":"I-40 Interchange at McCrory Lane. Intersection Improvements and realignment of McCrory Lane at I-40. Project includes potential ramp improvements and construction of 3 lanes north and south of I-40 on McCrory Lane."},{"count":1,"value":"Improve traffic flow through the intersection of Blue Hole Rd at Pettus Rd and construct a main entrance to Orchard Bend Park. "},{"count":1,"value":"Improvements and funding tied to a failed development. Approved through Planning Commission. "},{"count":1,"value":"Improvements to these intersections are needed to improve safety, mobility and access management."},{"count":1,"value":"Installation of new sidewalk along with curb, gutter, and storm drainage that provides connectivity to Amquie School and transit stop on Gallatin Pike"},{"count":1,"value":"Installation of new sidewalk along with curb, gutter, and storm drainage that provides neighborhood connectivity to Transit on Nolensville Pike"},{"count":1,"value":"Installation of sidewalk along roadway to provide connectivity to local neighborhoods"},{"count":1,"value":"Link the Downtown bikeway network to Centennial Park in Midtown that is identified by VZ Action Plan (bike and ped HINs) and WalkNBike."},{"count":1,"value":"Metro Nashville Transportation Plan published December 2020. Funded through 2021 CMAQ grant."},{"count":1,"value":"Metro was awarded a TDOT Multimodal Access Grant in partnership with WeGo to construct one of a series of bus stop improvements along Nolensville Pk. This project is funded with 90% State match/10% local match (covered by WeGo). "},{"count":1,"value":"New sidewalk on the east side of Dickerson Pike, extending pedestrian infrastructure to Trinity Lane."},{"count":1,"value":"Part of larger Craighead improvements"},{"count":1,"value":"Pedestrian improvements along Bart Dr/Apache Trail"},{"count":1,"value":"Pedestrian improvements on Myatt Dr"},{"count":1,"value":"Project fills gap in sidewalk network and provides connectivity to Harpeth Valley Elementary school. 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