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

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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: 4,762 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,060 (year 2033),  Features Intersected: LAKE OF THE PINES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.533,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 36.67m (120.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $1,853,000,  Roadway Improvement Cost: $463,000,  Total Project Cost: $2,316,000,  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: 661 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 990 (year 2033),  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.654,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: September 2020

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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: 8,219 (year 2020),  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: 8.512,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  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: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 2021

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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: 4,184 (year 2020),  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: 11.261,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 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 2021,  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: 4,035 (year 2020),  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: 11.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  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: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 2021,  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: 8,938 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,040 (year 2031),  Features Intersected: LITTLE WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.904,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2019

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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: 8,938 (year 2020),  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: 18.726,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  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 2021

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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: 5,682 (year 2020),  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: 7.646,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

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 2021

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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: 2,798 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,560 (year 2031),  Design Load: HL 93,  Features Intersected: SH 155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.731,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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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: 2,884 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,560 (year 2031),  Design Load: HL 93,  Features Intersected: SH 155
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.731,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 192300052005044,  Location: 0.15 MI E OF US 259 (Lat: 32.843897,  Lng: -94.726889),  Route carried "on" structure: State highway 155,  Year Built: 1954,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,360 (year 2020),  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: 29.3m (96.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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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: 1,277 (year 2020),  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: 13.4m (44.0ft),  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: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 192300039202055,  Location: INT SH 155 & US 259 (Lat: 32.843692,  Lng: -94.728142),  Route carried "under" structure: State highway 155,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 5,280 (year 2013),  Truck Traffic: 13%,  Features Intersected: US 259 NB,  Facility Carried by Structure: US 259 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.565,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)