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

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Structure Number: 112040017702012,  Location: 4.00 MI SW OF POLK C/L (Lat: 30.516578,  Lng: -94.985322),  Route carried "on" structure: US 59,  Year Built: 1929,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 14,608 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,280 (year 2033),  Design Load: H 15,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.426,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 112040017702046,  Location: 2.00 MI NE OF LIBERTY C/L (Lat: 30.425314,  Lng: -95.041242),  Route carried "on" structure: US 59,  Year Built: 1928,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 29,129 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 39,500 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.086,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Channel: Good,  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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 112040017702092,  Location: 1.65 MI SW OF POLK C/L (Lat: 30.546361,  Lng: -94.965644),  Route carried "on" structure: US 59,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,613 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 36,570 (year 2033),  Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.688,  Lanes on structure: 4,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Channel: Good,  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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 112040017702093,  Location: 4.00 MI SW OF POLK C/L (Lat: 30.516475,  Lng: -94.984994),  Route carried "on" structure: US 59,  Year Built: 1965,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 13,006 (year 2019),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,280 (year 2033),  Design Load: H 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.412,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11204001770232,  Location: 5.35 MI SW OF POLK C/L (Lat: 30.501139,  Lng: -94.988267),  Route carried "on" structure: US 59,  Year Built: 2005,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 14,266 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 17,160 (year 2033),  Design Load: HS 20,  Features Intersected: FM 223
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.314,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 112040017702321,  Location: 5.35 MI SW OF POLK C/L (Lat: 30.500489,  Lng: -94.987939),  Route carried "on" structure: US 59,  Year Built: 2004,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 11,234 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 17,160 (year 2033),  Design Load: HS 20,  Features Intersected: FM 223
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.295,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 112040017702536,  Location: 2.40 MI S OF FM 223 (Lat: 30.472306,  Lng: -95.013089),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 56.27m (184.61ft),  Average Daily Traffic: 14,304 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 15,830 (year 2033),  Design Load: HL 93,  Features Intersected: FM 3460 & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.105,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 16,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  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: Better than 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: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 112040017702537,  Location: 2.4 MI S OF FM 223 (Lat: 30.472628,  Lng: -95.012886),  Route carried "on" structure: US 59,  Year Built: 2012,  Status: Open,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 14,825 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 15,830 (year 2033),  Design Load: HL 93,  Features Intersected: FM 3460 & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.105,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 112040017702546,  Location: 4.2 MI SW of SH 150 (Lat: 30.445475,  Lng: -95.029128),  Route carried "on" structure: US 59,  Year Built: 2017,  Status: Open,  Structure Length: 21.79m (71.49ft),  Average Daily Traffic: 14,304 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 24,300 (year 2036),  Design Load: HL 93,  Features Intersected: FM 2914
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.495,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 8,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 112040017702547,  Location: 4.2 MI SW of SH 150 (Lat: 30.445575,  Lng: -95.029350),  Route carried "on" structure: US 59,  Year Built: 2017,  Status: Open,  Structure Length: 21.79m (71.49ft),  Average Daily Traffic: 14,825 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 24,300 (year 2036),  Design Load: HL 93,  Features Intersected: FM 2914
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.775,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 8,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 112040039503009,  Location: 0.30 MI NW OF LP 424 (Lat: 30.499942,  Lng: -95.001492),  Route carried "on" structure: State highway 150,  Year Built: 1931,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,068 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,820 (year 2033),  Features Intersected: BIG CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.586,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 112040039503017,  Location: 2.20 MI W OF LOOP 424 (Lat: 30.502122,  Lng: -95.031289),  Route carried "on" structure: State highway 150,  Year Built: 1980,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 1,694 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,570 (year 2033),  Design Load: HS 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.517,  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: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 112040039505018,  Location: 3.05 MI SE OF US 59 (Lat: 30.477108,  Lng: -94.950408),  Route carried "on" structure: State highway 223,  Year Built: 1987,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,256 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 1,770 (year 2033),  Design Load: HS 20,  Features Intersected: COLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.673,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 112040040302014,  Location: 4.60 MI NW OF SH 156 (Lat: 30.534994,  Lng: -94.946925),  Route carried "on" structure: State highway 224,  Year Built: 1969,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 1,220 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,700 (year 2033),  Design Load: H 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.045,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 112040168101002,  Location: 1.60 MI E OF US 59 (Lat: 30.534994,  Lng: -94.946925),  Route carried "on" structure: State highway 1127,  Year Built: 1988,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 804 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,520 (year 2033),  Design Load: HS 20,  Features Intersected: MUSSEL SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.569,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 112040303801001,  Location: 0.75 MI N OF SH 150 (Lat: 30.509964,  Lng: -94.999142),  Route carried "on" structure: State highway 222,  Year Built: 1971,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,121 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,510 (year 2033),  Design Load: H 15,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.252,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 112040303801003,  Location: 3.75 MI NW OF SH 150 (Lat: 30.543575,  Lng: -95.028564),  Route carried "on" structure: State highway 222,  Year Built: 1997,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 1,023 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,250 (year 2033),  Features Intersected: HUFFMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.480,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 112040AA0270001,  Location: 2.1 MI SE OF FM 223 (Lat: 30.480711,  Lng: -94.933361),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 339 (year 2018),  Average Future Daily Traffic: 110 (year 2035),  Design Load: HS 20,  Features Intersected: COLEY CREEK,  Facility Carried by Structure: SHRADERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 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 minimum 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: 112040AA0349001,  Location: 1.15 MI SE OF US 59 (Lat: 30.468397,  Lng: -94.988439),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 55 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Features Intersected: COLEY CREEK,  Facility Carried by Structure: BEVERLY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 112040AA0349002,  Location: 1.8 MI SE OF US 59 (Lat: 30.470261,  Lng: -94.984258),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 55 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Features Intersected: COLEY CREEK,  Facility Carried by Structure: BEVERLY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.945,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Satisfactory,  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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11204001770232,  Location: 5.35 MI SW OF POLK C/L (Lat: 30.501139,  Lng: -94.988267),  Route carried "under" structure: State highway 223,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,900 (year 2011),  Truck Traffic: 20%,  Features Intersected: FM 223,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 44.057,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 112040017702321,  Location: 5.35 MI SW OF POLK C/L (Lat: 30.500489,  Lng: -94.987939),  Route carried "under" structure: State highway 223,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 3,140 (year 2013),  Truck Traffic: 18%,  Features Intersected: FM 223,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 44.057,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 112040017702536,  Location: 2.40 MI S OF FM 223 (Lat: 30.472306,  Lng: -95.013089),  Route carried "under" structure: State highway 3460,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 870 (year 2010),  Truck Traffic: 20%,  Features Intersected: FM 3460 & UPRR,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 112040017702537,  Location: 2.4 MI S OF FM 223 (Lat: 30.472628,  Lng: -95.012886),  Route carried "under" structure: State highway 3460,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 870 (year 2010),  Truck Traffic: 20%,  Features Intersected: FM 3460 & UPRR,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 112040017702546,  Location: 4.2 MI SW of SH 150 (Lat: 30.445475,  Lng: -95.029128),  Route carried "under" structure: State highway 2914,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 794 (year 2016),  Truck Traffic: 3%,  Features Intersected: FM 2914,  Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 9.495,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 112040017702547,  Location: 4.2 MI SW of SH 150 (Lat: 30.445575,  Lng: -95.029350),  Route carried "under" structure: State highway 2914,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 794 (year 2016),  Truck Traffic: 3%,  Features Intersected: FM 2914,  Facility Carried by Structure: US 59 SB
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 6.775,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)