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

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Structure Number: 150150001710345,  Location: 0.45 MI N OF SP 536 (Lat: 29.421564,  Lng: -98.501403),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1991,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 18,270 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,580 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. S OF DURANGO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.584,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710346,  Location: 0.60 MI N OF SP 536 (Lat: 29.422922,  Lng: -98.501183),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1991,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 9,636 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,580 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. N OF DURANGO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.811,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710347,  Location: 0.20 MI N OF SP 536 (Lat: 29.417331,  Lng: -98.502617),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 19.57m (64.21ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 ON-RP & GUADALUPE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.924,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.27m (82.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710348,  Location: 0.10 MI N OF SP 536 (Lat: 29.415458,  Lng: -98.503808),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. NEAR LEONA/FRT.RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.117,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.4m (44.0ft)

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: Superior 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710349,  Location: 0.15 MI S OF SP 536 (Lat: 29.412194,  Lng: -98.507361),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. N OF S LAREDO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.363,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000171035,  Location: 0.15 MI S OF SP 536 (Lat: 29.412069,  Lng: -98.506922),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1991,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 70 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. N OF W CEVALLOS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.379,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710351,  Location: 0.10 MI N OF SP 536 (Lat: 29.415144,  Lng: -98.503289),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1991,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 50 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 70 (year 2030),  Design Load: HS 20,  Features Intersected: R.O.W. N OF ALAMO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.866,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710352,  Location: 0.55 MI N OF IH 10 (Lat: 29.405208,  Lng: -98.510775),  Route carried "on" structure: Interstate 35,  Year Built: 1988,  Status: Open,  Structure Length: 55.35m (181.59ft),  Average Daily Traffic: 91,897 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: SAN PEDRO CREEK & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.524,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710353,  Location: 0.55 MI N OF IH 10 (Lat: 29.405172,  Lng: -98.510669),  Route carried "on" structure: Interstate 35,  Year Built: 1986,  Status: Open,  Structure Length: 55.35m (181.59ft),  Average Daily Traffic: 85,430 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,940 (year 2033),  Design Load: HS 20,  Features Intersected: SAN PEDRO CREEK & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.524,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Meets minimum limits,  Underclear: 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710354,  Location: 0.6 MI N OF IH 10 (Lat: 29.404819,  Lng: -98.511119),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1988,  Status: Open,  Structure Length: 32.98m (108.20ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2033),  Design Load: HS 20,  Features Intersected: ON-RAMP & SAN PEDRO CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.172,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710355,  Location: 0.60 MI N OF IH 10 (Lat: 29.404839,  Lng: -98.510344),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1988,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 18,270 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,580 (year 2033),  Design Load: HS 20,  Features Intersected: SAN PEDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.355,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710356,  Location: 0.20 MI W OF IH 37 (Lat: 29.440047,  Lng: -98.482864),  Route carried "on" structure: Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 32.98m (108.20ft),  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 133,460 (year 2033),  Design Load: HS 20,  Features Intersected: CAMDEN - QUINCY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.713,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 33.16m (108.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710357,  Location: 0.20 MI W OF IH 37 (Lat: 29.440489,  Lng: -98.484339),  Route carried "on" structure: Interstate 35,  Year Built: 1993,  Status: Open,  Structure Length: 41.00m (134.51ft),  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 133,460 (year 2033),  Design Load: HS 20,  Features Intersected: CAMDEN ST TO N ST MARYS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.500,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710358,  Location: DOWNTOWN Y (Lat: 29.434997,  Lng: -98.496175),  Route carried "on" structure: Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 149.69m (491.11ft),  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 133,460 (year 2033),  Design Load: HS 20,  Features Intersected: N FLORES-N ST. MARY'S ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.568,  Lanes on structure: 3,  Lanes under structure: 32,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 51,  Number Of Approach Spans: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710359,  Location: DOWNTOWN Y (Lat: 29.435903,  Lng: -98.494253),  Route carried "on" structure: Interstate 35,  Year Built: 1993,  Status: Open,  Structure Length: 141.21m (463.29ft),  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 133,460 (year 2033),  Design Load: HS 20,  Features Intersected: SAN PEDRO TO BROOKLYN AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.500,  Lanes on structure: 3,  Lanes under structure: 26,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 39,  Number Of Approach Spans: 6,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000171036,  Location: 0.40 MI W OF IH 37 (Lat: 29.440314,  Lng: -98.485775),  Route carried "on" structure: Interstate 35,  Year Built: 1994,  Status: Open,  Structure Length: 17.98m (58.99ft),  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 133,460 (year 2033),  Design Load: HS 20,  Features Intersected: N ST MARY'S ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.355,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

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: Meets minimum limits,  Underclear: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710361,  Location: 0.40 MI W OF IH 37 (Lat: 29.440119,  Lng: -98.485686),  Route carried "on" structure: Interstate 35,  Year Built: 1994,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 95,330 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 133,460 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. W OF N ST. MARY'S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.355,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710362,  Location: 0.60 MI W OF IH 37 (Lat: 29.438769,  Lng: -98.488028),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 19,060 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,690 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. NEAR ERIE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.093,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710363,  Location: 0.80 MI W OF IH 37 (Lat: 29.436842,  Lng: -98.491192),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1989,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 19,060 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,690 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. NEAR BALTIMORE AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.971,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710364,  Location: 0.60 MI SW OF IH 37 (Lat: 29.439100,  Lng: -98.488503),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1994,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 19,060 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,690 (year 2033),  Design Load: HS 20,  Features Intersected: ATLANTA ST & E ELMIRA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.093,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710365,  Location: 0.80 MI W OF IH 37 (Lat: 29.437506,  Lng: -98.491289),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1994,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 19,060 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,690 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.971,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710367,  Location: DOWNTOWN Y I/C (Lat: 29.433883,  Lng: -98.498567),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1994,  Status: Open,  Structure Length: 32.16m (105.51ft),  Average Daily Traffic: 18,150 (year 2012),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,410 (year 2032),  Design Load: HS 20,  Features Intersected: CAMARON ST & N FLORES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.873,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.16m (105.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $4,799,000,  Roadway Improvement Cost: $480,000,  Total Project Cost: $7,200,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150001710368,  Location: 1.10 MI W OF IH 37 (Lat: 29.433619,  Lng: -98.498317),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1993,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 18,150 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,410 (year 2033),  Design Load: HS 20,  Features Intersected: NORTH FLORES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.986,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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 Precast Panels

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Structure Number: 150150001710369,  Location: 1.30 MI W OF IH 37 (Lat: 29.434467,  Lng: -98.497883),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 1993,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 19,060 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 26,690 (year 2033),  Design Load: HS 20,  Features Intersected: R.O.W. W OF N FLORES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.227,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710372,  Location: 0.25 MI W OF IH 37 (Lat: 29.440911,  Lng: -98.482339),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1986,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 88,990 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 132,070 (year 2030),  Design Load: HS 20,  Features Intersected: SAN ANTONIO RIVER,  Facility Carried by Structure: NEWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.745,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001710375,  Location: 1.5 MI S OF RITTIMAN RD. (Lat: 29.461586,  Lng: -98.410711),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 69,125 (year 2012),  Average Future Daily Traffic: 70,000 (year 2030),  Design Load: HS 20,  Features Intersected: IH 35 ML,  Facility Carried by Structure: GEORGE BEACH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.970,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 27.5m (90.2ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,071,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,607,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710377,  Location: 1.10 MI N OF SP 536 (Lat: 29.430053,  Lng: -98.500853),  Route carried "on" structure: Interstate 35,  Year Built: 1987,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 92,096 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 114,000 (year 2032),  Design Load: HS 20,  Features Intersected: W MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.480,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,163,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,745,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150001710378,  Location: 1.10 MI N OF SP 536 (Lat: 29.429472,  Lng: -98.500489),  Route carried "on" structure: Interstate 35,  Year Built: 1987,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 85,430 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 114,000 (year 2032),  Design Load: HS 20,  Features Intersected: W MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.480,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $781,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,172,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15015000171038,  Location: 1.65 MI E OF IH 37/US 281 (Lat: 29.438881,  Lng: -98.450356),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 160,510 (year 2012),  Average Future Daily Traffic: 200,000 (year 2032),  Design Load: HL 93,  Features Intersected: IH 35 ML,  Facility Carried by Structure: N WALTERS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.840,  Lanes on structure: 9,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 53.8m (176.5ft)

Condition: Deck: Good,  Superstructure: Very 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710381,  Location: 0.75 MI N OF FM 1976 (Lat: 29.518536,  Lng: -98.395119),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2010,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 30.78m (100.98ft),  Average Daily Traffic: 16,540 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,150 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 NB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.268,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very 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: Equal 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001710386,  Location: 3.84 MI S OF FM 1976 (Lat: 29.455117,  Lng: -98.412031),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2010,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,520 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,730 (year 2028),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.148,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018

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Structure Number: 150150001710387,  Location: 0.8 MI W OF IH 410 (Lat: 29.454575,  Lng: -98.412836),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2010,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,520 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,000 (year 2035),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.156,  Lanes on structure: 4,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than 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: 150150001710389,  Location: 0.84 Mi. N. of SH 78 (Lat: 29.471878,  Lng: -98.404089),  Route carried "on" structure: Interstate 410,  Year Built: 2016,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 212,700 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 296,200 (year 2033),  Design Load: HL 93,  Features Intersected: IH 35 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very 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: Meets minimum limits,  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: 15015000171039,  Location: 0.75 MI N OF FM 1976 (Lat: 29.520617,  Lng: -98.394439),  Route carried "on" structure: Ramp Interstate 353,  Year Built: 2016,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 16,540 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,150 (year 2033),  Design Load: HL 93,  Features Intersected: IH 35 ROW,  Facility Carried by Structure: IH 35 NB Exit Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: 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 Precast Panels

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Structure Number: 150150001710392,  Location: 2.6 MI S OF FM 1976 (Lat: 29.473522,  Lng: -98.404989),  Route carried "on" structure: Interstate 410,  Year Built: 2016,  Status: Open,  Structure Length: 24.66m (80.91ft),  Average Daily Traffic: 58,310 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 19,350 (year 2030),  Design Load: HL 93,  Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.502,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 150150001710393,  Location: 1.0 MI E OF IH 37/US 281 (Lat: 29.438067,  Lng: -98.461047),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,960 (year 2010),  Average Future Daily Traffic: 25,900 (year 2037),  Design Load: HL 93,  Features Intersected: IH 35,  Facility Carried by Structure: NEW BRAUNFELS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 5,  Lanes under structure: 7,  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,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001711079,  Location: 0.10 MI SE OF IH 35 (Lat: 29.411669,  Lng: -98.501561),  Route carried "on" structure: State highway 536,  Year Built: 1951,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,046 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,460 (year 2038),  Design Load: H 20,  Features Intersected: SAN PEDRO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.6 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $269,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001711089,  Location: 0.05 MI NW OF US 90 (Lat: 29.395853,  Lng: -98.491244),  Route carried "on" structure: State highway 536,  Year Built: 1954,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 7,949 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 11,960 (year 2038),  Design Load: HS 20,  Features Intersected: SAN ANTONIO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.684,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: 150150002407077,  Location: 1.9 MI E OF MEDINA C/L (Lat: 29.374017,  Lng: -98.775228),  Route carried "on" structure: US 90,  Year Built: 1940,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 22,185 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,540 (year 2033),  Design Load: H 15,  Features Intersected: E BRANCH BIG SOUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.019,  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: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  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: 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: 150150002407078,  Location: 1.1 MI E OF SH 211 (Lat: 29.375233,  Lng: -98.745300),  Route carried "on" structure: US 90,  Year Built: 1940,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 22,185 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,540 (year 2033),  Design Load: H 15,  Features Intersected: LUCAS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.797,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  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: 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: 150150002407079,  Location: 1.4 MI W OF LOOP 1604 (Lat: 29.377078,  Lng: -98.724414),  Route carried "on" structure: US 90,  Year Built: 1940,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 31,750 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,460 (year 2033),  Design Load: H 15,  Features Intersected: POTRANCO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.960,  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: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020