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Bridge Statistics for Ore City, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 217ft / 66mTotal length
  • $2,316,000Total costs
  • 58,030Total average daily traffic
  • 7,754Total average daily truck traffic
  • 82,700Total future (year 2031) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ore City
  • No street view available for this location

New bridges in Ore City, TX - historical statistics
  • New bridges - historical statistics
  • 21940-1949
  • 41950-1959
  • 11960-1969
  • 52000-2009
Reconstructed bridges in Ore City, TX - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 01990-1999
  • 42000-2009
Average Bridge Daily Traffic in Ore City, TX
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Good
  • 33.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Very good
  • 50.0%Good
  • 33.3%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Very good
  • 50.0%Good
  • 16.7%Satisfactory
  • 16.7%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Good
  • 50.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 191550052004045,  Location: 1.60 MI E OF US 259 (Lat: 32.851108,  Lng: -94.698378),  Route carried "on" structure: State highway 155,  Year Built: 1954,  Status: Open,  Structure Length: 35.54m (116.60ft),  Average Daily Traffic: 4,330 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,060 (year 2033),  Design Load: H 20,  Features Intersected: LAKE OF THE PINES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.531,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 33,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 366.70m (1203.08ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2016,  Underwater Inspection Date: April 2015,  Bridge Improvement Cost: $1,853,000,  Roadway Improvement Cost: $463,000,  Total Project Cost: $2,316,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 191550138202001,  Location: 3.10 MI NW OF FM 726 (Lat: 32.785272,  Lng: -94.678508),  Route carried "on" structure: State highway 450,  Year Built: 1951,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 710 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 990 (year 2033),  Design Load: H 20,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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Structure Number: 192300039202017,  Location: 0.50 MI S OF SH 155 (Lat: 32.836972,  Lng: -94.726367),  Route carried "on" structure: US 259,  Year Built: 1942,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,580 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,020 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.851,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017
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Structure Number: 192300039202018,  Location: 2.20 MI S OF SH 155 (Lat: 32.813022,  Lng: -94.718897),  Route carried "on" structure: US 259,  Year Built: 1942,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 4,290 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,010 (year 2033),  Design Load: H 15,  Features Intersected: MEDDLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.258,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192300039202033,  Location: 2.20 MI S OF SH 155 (Lat: 32.812528,  Lng: -94.718403),  Route carried "on" structure: US 259,  Year Built: 1957,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 4,290 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,010 (year 2033),  Design Load: HS 20,  Features Intersected: MEDDLIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.276,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 192300039202051,  Location: 2.10 MI N OF SH 154 (Lat: 32.740050,  Lng: -94.747942),  Route carried "on" structure: US 259,  Year Built: 2001,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 8,600 (year 2011),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,040 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.199,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2015
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Structure Number: 192300039202052,  Location: 1.10 MI N OF FM 726 (Lat: 32.749294,  Lng: -94.744736),  Route carried "on" structure: US 259,  Year Built: 2000,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 8,740 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,240 (year 2033),  Design Load: HS 20,  Features Intersected: BEACHMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.722,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2017
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Structure Number: 192300039202053,  Location: 0.05 MI N OF SH 155 (Lat: 32.844608,  Lng: -94.729261),  Route carried "on" structure: US 259,  Year Built: 2009,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 6,000 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,120 (year 2031),  Design Load: HS 20,  Features Intersected: CEDAR SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2017
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Structure Number: 192300039202054,  Location: INT SH 155 & US 259 (Lat: 32.843786,  Lng: -94.728469),  Route carried "on" structure: US 259,  Year Built: 2009,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,560 (year 2031),  Features Intersected: SH 155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.773,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 192300039202055,  Location: INT SH 155 & US 259 (Lat: 32.843558,  Lng: -94.727994),  Route carried "on" structure: US 259,  Year Built: 2009,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,560 (year 2031),  Features Intersected: SH 155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.773,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 192300052005044,  Location: 0.15 MI E OF US 259 (Lat: 32.843914,  Lng: -94.726025),  Route carried "on" structure: State highway 155,  Year Built: 1954,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,280 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,390 (year 2033),  Design Load: H 20,  Features Intersected: CEDAR SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.454,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 293.0m (961.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017
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Structure Number: 192300189501004,  Location: 0.15 MI E OF US 259 (Lat: 32.740094,  Lng: -94.745456),  Route carried "on" structure: State highway 726,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,210 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,700 (year 2033),  Design Load: H 15,  Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.036,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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