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

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Structure Number: 161490007307247,  Location: IH 37 @ US 281 (Lat: 28.525756,  Lng: -98.186158),  Route carried "on" structure: Interstate 37,  Year Built: 1980,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 9,430 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,930 (year 2033),  Design Load: HS 20,  Features Intersected: US 281 NB & IH 37 EFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.446,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490007307248,  Location: IH 37 @ US 281 (Lat: 28.525708,  Lng: -98.186258),  Route carried "on" structure: Interstate 37,  Year Built: 1980,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 9,502 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 16,850 (year 2033),  Design Load: HS 20,  Features Intersected: US 281 NB & IH 37 EFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.446,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  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 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: Equal to 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490007401029,  Location: 2.9 MI NW OF SH 72 (Lat: 28.518842,  Lng: -98.178069),  Route carried "on" structure: ServiceInterstate 37,  Year Built: 1937,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 160 (year 2013),  Average Future Daily Traffic: 220 (year 2033),  Design Load: H 15,  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.412,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490007401032,  Location: 0.6 MI SE OF SH 72 (Lat: 28.484278,  Lng: -98.135025),  Route carried "on" structure: ServiceInterstate 37,  Year Built: 1937,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 80 (year 2013),  Average Future Daily Traffic: 110 (year 2033),  Design Load: H 15,  Features Intersected: ROCK QUARRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.694,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

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: Equal to present minimum criteria,  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490007401174,  Location: 2.9 MI NW OF SH 72 (Lat: 28.518122,  Lng: -98.178475),  Route carried "on" structure: ServiceInterstate 37,  Year Built: 1980,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 28%,  Average Future Daily Traffic: 140 (year 2033),  Design Load: HS 20,  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.337,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $116,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161490007401175,  Location: 2.9 MI NW OF SH 72 (Lat: 28.518325,  Lng: -98.178342),  Route carried "on" structure: Interstate 37,  Year Built: 1980,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 9,502 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,930 (year 2033),  Design Load: HS 20,  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.354,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 161490007401176,  Location: 2.9 MI NW OF SH 72 (Lat: 28.518617,  Lng: -98.178247),  Route carried "on" structure: Interstate 37,  Year Built: 1980,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 9,430 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,930 (year 2033),  Design Load: HS 20,  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.358,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490007401181,  Location: 2.0 MI SE OF SH 72 (Lat: 28.469742,  Lng: -98.118692),  Route carried "on" structure: County highway 207,  Year Built: 1981,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 200 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Design Load: HS 15,  Features Intersected: IH 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161490007401182,  Location: 0.6 MI SE OF SH 72 (Lat: 28.483572,  Lng: -98.135300),  Route carried "on" structure: Interstate 37,  Year Built: 1981,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 12,467 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,710 (year 2033),  Design Load: HS 20,  Features Intersected: ROCK QUARRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Equal to 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161490007401183,  Location: 0.6 MI SE OF SH 72 (Lat: 28.483858,  Lng: -98.135333),  Route carried "on" structure: Interstate 37,  Year Built: 1981,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,778 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,710 (year 2033),  Design Load: HS 20,  Features Intersected: ROCK QUARRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.666,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 161490007401184,  Location: IH 37 @ SH 72 (Lat: 28.488881,  Lng: -98.143175),  Route carried "on" structure: Interstate 37,  Year Built: 1981,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 9,502 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,710 (year 2033),  Design Load: HS 20,  Features Intersected: SH 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.588,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490007401185,  Location: IH 37 @ SH 72 (Lat: 28.488961,  Lng: -98.143083),  Route carried "on" structure: Interstate 37,  Year Built: 1981,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 9,430 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,710 (year 2033),  Design Load: HS 20,  Features Intersected: SH 72
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.590,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  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 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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490007401186,  Location: 0.1 MI NW OF SH 72 (Lat: 28.491639,  Lng: -98.144531),  Route carried "on" structure: ServiceInterstate 37,  Year Built: 1981,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 160 (year 2013),  Average Future Daily Traffic: 220 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.958,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: 161490007401187,  Location: 1.6 MI SE OF US 281 (Lat: 28.508639,  Lng: -98.166056),  Route carried "on" structure: Interstate 37,  Year Built: 1981,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,281 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 19,860 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.759,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $382,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $477,000

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Structure Number: 161490007401188,  Location: 1.1 MI SE OF US 281 (Lat: 28.513194,  Lng: -98.171722),  Route carried "on" structure: Interstate 37,  Year Built: 1979,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 16,281 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 19,860 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.512,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $638,000

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Structure Number: 161490025401001,  Location: 0.3 MI N OF SH 72 (Lat: 28.465539,  Lng: -98.180931),  Route carried "on" structure: US 281,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 14,437 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 31,680 (year 2033),  Design Load: H 20,  Features Intersected: OLDS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.200,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490025401035,  Location: 1.8 MI S OF IH 37 (Lat: 28.502392,  Lng: -98.182578),  Route carried "on" structure: US 281,  Year Built: 1931,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 5,050 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,070 (year 2033),  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.108,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 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: Equal to present minimum criteria,  Deck Geometry: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16149002540104,  Location: 0.7 MI S OF SH 72 (Lat: 28.450436,  Lng: -98.183006),  Route carried "on" structure: US 281,  Year Built: 1958,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 5,067 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: H 20,  Features Intersected: SLOUGH B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.916,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490025401041,  Location: 1.0 MI S OF SH 72 (Lat: 28.446614,  Lng: -98.182308),  Route carried "on" structure: US 281,  Year Built: 1958,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 5,067 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: H 20,  Features Intersected: SLOUGH C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.341,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490025401042,  Location: 1.2 MI S OF SH 72 (Lat: 28.442989,  Lng: -98.181525),  Route carried "on" structure: US 281,  Year Built: 1958,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 5,067 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: H 20,  Features Intersected: SLOUGH D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.775,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 8.4m (27.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490025401043,  Location: 2.0 MI S OF SH 72 (Lat: 28.432192,  Lng: -98.179214),  Route carried "on" structure: US 281,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 5,067 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: H 20,  Features Intersected: SLOUGH E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.995,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $571,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490025401044,  Location: 2.2 MI S OF SH 72 (Lat: 28.428961,  Lng: -98.178517),  Route carried "on" structure: US 281,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 28.59m (93.80ft),  Average Daily Traffic: 5,067 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: H 20,  Features Intersected: NUECES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.251,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 20,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.62m (93.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,021,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $2,526,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490025401049,  Location: 1.0 MI S OF SH 72 (Lat: 28.446633,  Lng: -98.182203),  Route carried "on" structure: US 281,  Year Built: 1968,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 4,711 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: H 20,  Features Intersected: SLOUGH C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.341,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16149002540105,  Location: 0.7 MI S OF SH 72 (Lat: 28.450425,  Lng: -98.183131),  Route carried "on" structure: US 281,  Year Built: 1972,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 4,711 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: HS 20,  Features Intersected: SLOUGH B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.916,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161490025401051,  Location: 1.2 MI S OF SH 72 (Lat: 28.443017,  Lng: -98.181419),  Route carried "on" structure: US 281,  Year Built: 1972,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,711 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: HS 20,  Features Intersected: SLOUGH D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.775,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161490025401052,  Location: 2.0 MI S OF SH 72 (Lat: 28.432217,  Lng: -98.179097),  Route carried "on" structure: US 281,  Year Built: 1972,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 4,711 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: HS 20,  Features Intersected: SLOUGH E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.995,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161490025401055,  Location: 1.8 MI S OF IH 37 (Lat: 28.502086,  Lng: -98.182042),  Route carried "on" structure: US 281,  Year Built: 1982,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,888 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,070 (year 2033),  Design Load: HS 20,  Features Intersected: HACKBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.085,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 161490025401056,  Location: 2.2 MI S OF SH 72 (Lat: 28.428983,  Lng: -98.178411),  Route carried "on" structure: US 281,  Year Built: 1992,  Status: Open,  Structure Length: 28.65m (94.00ft),  Average Daily Traffic: 4,711 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 9,280 (year 2033),  Design Load: HS 20,  Features Intersected: NUECES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.253,  Lanes on structure: 2,  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: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.05m (29.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161490027009021,  Location: 0.5 MI NE OF IH 37 (Lat: 28.494828,  Lng: -98.138214),  Route carried "on" structure: State highway 72,  Year Built: 1939,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,370 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 11,420 (year 2033),  Design Load: H 15,  Features Intersected: ROCK QUARRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.987,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Good,  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: Somewhat better than minimum adequacy,  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490048304021,  Location: 2.2 MI W OF US 281 (Lat: 28.465522,  Lng: -98.218739),  Route carried "on" structure: State highway 72,  Year Built: 1947,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,060 (year 2033),  Design Load: H 15,  Features Intersected: FRIO RIVER REL #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.361,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Total Project Cost: $1,035,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490048304022,  Location: 1.6 MI W OF US 281 (Lat: 28.464633,  Lng: -98.208828),  Route carried "on" structure: State highway 72,  Year Built: 1947,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 12,180 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 17,060 (year 2033),  Design Load: H 15,  Features Intersected: FRIO RIVER REL #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.330,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $828,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,242,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490048304023,  Location: 0.5 MI W OF US 281 (Lat: 28.462378,  Lng: -98.190103),  Route carried "on" structure: State highway 72,  Year Built: 1947,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 14.39m (47.21ft),  Average Daily Traffic: 12,910 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 18,080 (year 2033),  Features Intersected: FRIO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.151,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161490AA0210002,  Location: 1.10 Mi W of US 281 (Lat: 28.519269,  Lng: -98.202581),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 55 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 155 (year 2035),  Design Load: HL 93,  Features Intersected: Atascosa River,  Facility Carried by Structure: Good Hope Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 161490007401181,  Location: 2.0 MI SE OF SH 72 (Lat: 28.469742,  Lng: -98.118692),  Route carried "under" structure: Interstate 37,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 18,160 (year 2013),  Truck Traffic: 20%,  Features Intersected: IH 37,  Facility Carried by Structure: CR 207
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 44.426,  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)