Bridge Statistics for San Antonio, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 2,606Number of bridges
- 57,940ft / 17,660mTotal length
- $136,861,000Total costs
- 79,749,417Total average daily traffic
- 4,924,125Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for San Antonio
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 41910-1919
- 301920-1929
- 491930-1939
- 421940-1949
- 1161950-1959
- 6171960-1969
- 2631970-1979
- 4781980-1989
- 3851990-1999
- 2992000-2009
- 2512010-2019
- 682020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 11940-1949
- 201950-1959
- 171960-1969
- 241970-1979
- 981980-1989
- 591990-1999
- 942000-2009
- 472010-2019
- 52020-2022
- Bridge Condition - Deck
- 11.9%Excellent
- 58.2%Very good
- 26.3%Good
- 2.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
- Bridge Condition - Superstructure
- 1.4%Excellent
- 20.8%Very good
- 47.5%Good
- 28.2%Satisfactory
- 1.8%Fair
- 0.3%Poor
- Bridge Condition - Substructure
- 0.3%Excellent
- 9.6%Very good
- 60.8%Good
- 26.0%Satisfactory
- 3.1%Fair
- Bridge Condition - Channel
- 12.4%Very good
- 56.8%Good
- 27.0%Satisfactory
- 3.3%Fair
- 0.3%Poor
- Bridge Condition - Culverts
- 1.0%Very good
- 57.4%Good
- 39.2%Satisfactory
- 2.2%Fair
- 0.1%Poor
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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