National Bridge Inventory: Texas
- Of the 54,131 bridges in the state, 695, or 1.3 percent, are classified as structurally deficient. This means one of the key elements is in poor or worse condition.
- This is down from 812 bridges classified as structurally deficient in 2014.
- 38 of the structurally deficient bridges are on the Interstate Highway System.
- 2,763 bridges are posted for load, which may restrict the size and weight of vehicles crossing the structure.
- The state has identified needed repairs on 11,987 bridges at an estimated cost of $3.3 billion.
- This compares to 12,783 bridges that needed work in 2014.
|County||Year Built||Daily Crossings||Type of Bridge||Location|
|Harrison||1961||106,670||Urban Interstate||IH 45 NB over White Oak Bayou|
|Harrison||1964||80,210||Urban Interstate||IH 610S WB over Holmes Rd,UPRR & Theresa|
|Harrison||1964||80,210||Urban Interstate||IH 610S EB over Holmes Rd, UPRR, Theresa|
|Harrison||1958||74,130||Urban Interstate||IH 10 WB over McCarty St/US 90A|
|Dallas||1970||66,000||Urban other principal arterial||Lp12 NB to Ih35 NB over IH 35E SB|
|Harrison||1979||66,000||Urban freeway/expressway||SH 288 SB over US 59 NB & Alabama St|
|Potter||1964||49,650||Urban Interstate||IH 40 WB over Arthur St|
|Potter||1964||49,650||Urban Interstate||IH 40 EB over Arthur St|
|Harrison||1970||44,730||Urban local road||S Braeswood Blvd over Hcfcd Ditch|
|Dallas||1955||38,900||Urban freeway/expressway||Galloway Ave over US 80|
|Potter||1958||37,380||Urban Interstate||IH 40 WB over Ross St|
|Potter||1964||37,380||Urban Interstate||IH 40 EB over Ross St|
|Tarrant||1965||34,280||Urban freeway/expressway||US 287 NB over Carey Street|
|Garza||1939||33,950||Urban Interstate||IH 45 NB over BNSF RR|
|Dallas||1971||32,545||Urban Interstate||IH 345 NB over IH 30, US 75 & Dart, Etc|
|Dallas||1971||32,545||Urban Interstate||IH 345 SB over IH 30, US 75 & Dart Rail|
|Potter||1966||31,030||Urban Interstate||IH 40 EB over Whitaker Rd|
|Potter||1966||31,030||Urban Interstate||IH 40 WB over Whitaker Rd|
|Tarrant||1957||30,000||Urban collector||IH 30 WB to SH 360 over IH 30|
|Kendall||1955||28,840||Urban freeway/expressway||US 80 EB over East Fork Trinity River|
|Kendall||1955||28,840||Urban freeway/expressway||US 80 WB over Buffalo Creek Relief|
|Kendall||1955||28,840||Urban freeway/expressway||US 80 EB over E Fk Trin Rel 1 & Srv Rd|
|Potter||1966||27,010||Urban Interstate||IH 40 WB over Lp 335|
|Potter||1965||27,010||Urban Interstate||IH 40 EB over Lp 335|
|Bell||1939||26,140||Urban freeway/expressway||US 190 WBml over South Nolan Creek|
|Type of Bridge||Number of Bridges||Area of All Bridges
|Daily Crossings on All Bridges||Number of Structurally Deficient Bridges||Area of Structurally Deficient Bridges
|Daily Crossings on Structurally Deficient Bridges|
|Rural minor arterial||3,862||2,679,284||13,407,102||19||30,807||59,970|
|Rural major collector||8,072||3,270,789||11,246,959||57||38,806||67,349|
|Rural minor collector||2,472||690,293||1,249,535||18||3,901||11,380|
|Rural local road||10,313||2,156,921||4,194,301||437||53,206||54,365|
|Urban other principal arterial||3,941||5,724,817||62,560,127||9||22,508||156,265|
|Urban minor arterial||2,784||2,846,890||29,280,382||19||22,436||165,540|
|Urban local road||4,996||2,734,913||17,768,870||54||21,935||202,053|
|Type of Work||Number of Bridges||Cost to Repair
|Daily Crossings||Area of Bridges
|Widening & rehabilitation||77||$19||1,295,019||51,356|
|Other structural work||8,292||$1,901||80,243,674||6,673,221|
About the data:
Data from the Federal Highway Administration (FHWA) National Bridge Inventory (NBI), released March 15, 2019. Note that specific conditions on bridges may have changed as a result of recent work or updated inspections.
Effective January 1, 2018, FHWA changed the definition of structurally deficient as part of the final rule on highway and bridge performance measures, published May 20, 2017 pursuant to the 2012 federal aid highway bill Moving Ahead for Progress in the 21st Century Act (MAP-21). Two measures that were previously used to classify bridges as structurally deficient are no longer used. This includes bridges where the overall structural evaluation was rated in poor or worse condition, or where the adequacy of waterway openings was insufficient.
The new definition limits the classification to bridges where one of the key structural elements—the deck, superstructure, substructure or culverts, are rated in poor or worse condition. During inspection, the conditions of a variety of bridge elements are rated on a scale of 0 (failed condition) to 9 (excellent condition). A rating of 4 is considered “poor” condition.
Cost estimates have been derived by ARTBA, based on 2017 average bridge replacement costs for structures on and off the National Highway System, published by FHWA. Bridge rehabilitation costs are estimated to be 68 percent of replacement costs. A bridge is considered to need repair if the structure has identified repairs as part of the NBI, a cost estimate is supplied by the bridge owner or the bridge is classified as structurally deficient.
Bridges are classified by FHWA into types based on the functional classification of the roadway on the bridge. Interstates comprise routes officially designated by the Secretary of Transportation. Other principal arterials serve major centers of urban areas or provide mobility through rural areas. Freeways and expressways have directional lanes generally separated by a physical barrier, and access/egress points generally limited to on- and off-ramps. Minor arterials serve smaller areas and are used for trips of moderate length. Collectors funnel traffic from local roads to the arterial network; major collectors have higher speed limits and traffic volumes and are longer in length and spaced at greater intervals, while minor collectors are shorter and provide service to smaller communities. Local roads do not carry through traffic and are intended for short distance travel.