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

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Structure Number: 150150001607023,  Location: 0.65 MI S OF CIBOLO CREEK (Lat: 29.580422,  Lng: -98.313739),  Route carried "on" structure: Interstate 35,  Year Built: 1933,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 130,521 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 198,550 (year 2033),  Design Load: H 15,  Features Intersected: SELMA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.147,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 150150001607155,  Location: 3.77 MI S OF SH 218 (Lat: 29.533275,  Lng: -98.389569),  Route carried "on" structure: Interstate 35,  Year Built: 1983,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 97,450 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 136,430 (year 2033),  Design Load: HS 20,  Features Intersected: STARLIGHT TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.020,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

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: Better than 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607156,  Location: 3.77 MI S OF SH 218 (Lat: 29.533219,  Lng: -98.389494),  Route carried "on" structure: Interstate 35,  Year Built: 1983,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 97,450 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 136,430 (year 2033),  Design Load: HS 20,  Features Intersected: STARLIGHT TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.020,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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: Better than 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000160716,  Location: 2.05 MI S OF SH 218 (Lat: 29.546978,  Lng: -98.366350),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 193,915 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 250,530 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.779,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 58.5m (191.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: 150150001607161,  Location: 2.05 MI S OF SH 218 (Lat: 29.552142,  Lng: -98.355331),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 168,110 (year 2011),  Average Future Daily Traffic: 20 (year 2031),  Design Load: HS 20,  Features Intersected: IH 35 ML,  Facility Carried by Structure: JUDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607162,  Location: 2.24 MI S OF SH 218 (Lat: 29.545575,  Lng: -98.368919),  Route carried "on" structure: City street 5435,  Year Built: 1984,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 12,180 (year 2010),  Average Future Daily Traffic: 15,000 (year 2030),  Design Load: HS 20,  Features Intersected: IH 35 ML,  Facility Carried by Structure: O'CONNOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607163,  Location: 2.98 MI S OF SH 218 (Lat: 29.539786,  Lng: -98.379228),  Route carried "on" structure: Interstate 35,  Year Built: 1984,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 97,450 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 136,430 (year 2033),  Design Load: HS 20,  Features Intersected: WEIDNER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.261,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001607164,  Location: 2.98 MI S OF SH 218 (Lat: 29.539894,  Lng: -98.379228),  Route carried "on" structure: Interstate 35,  Year Built: 1984,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 97,450 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 136,430 (year 2033),  Design Load: HS 20,  Features Intersected: WEIDNER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.261,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001608027,  Location: 0.60 MI NE OF EISENHAUER (Lat: 29.500183,  Lng: -98.421372),  Route carried "on" structure: State highway 368,  Year Built: 1934,  Year Reconstructed: 1949,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 14,570 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,400 (year 2033),  Design Load: H 15,  Features Intersected: SALADO CRK & IRA LEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.607,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.05m (42.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001608426,  Location: 2.9 MI SW OF IH 410 (Lat: 29.493625,  Lng: -98.433694),  Route carried "on" structure: State highway 368,  Year Built: 2008,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 14,570 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,400 (year 2033),  Design Load: HS 20,  Features Intersected: HARRY WURZBACH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.997,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 29.3m (96.1ft)

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

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Structure Number: 150150001701043,  Location: 3.20 MI SW OF LP 13 (Lat: 29.338964,  Lng: -98.582611),  Route carried "on" structure: Business State highway 353,  Year Built: 1937,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 4,813 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,390 (year 2033),  Design Load: H 15,  Features Intersected: LEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.134,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001701044,  Location: 4.10 MI SW OF LP 13 (Lat: 29.337597,  Lng: -98.584175),  Route carried "on" structure: Spur State highway 353,  Year Built: 1937,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,813 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,390 (year 2033),  Design Load: H 15,  Features Intersected: LEON CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001701045,  Location: 0.3 MI NE OF IH 35 (Lat: 29.326183,  Lng: -98.597256),  Route carried "on" structure: Spur State highway 353,  Year Built: 1937,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,813 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,390 (year 2033),  Design Load: H 15,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.178,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001702046,  Location: 1.75 MI S OF IH 410 (Lat: 29.298683,  Lng: -98.629922),  Route carried "on" structure: Interstate 35,  Year Built: 1937,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 26,614 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 29,180 (year 2033),  Design Load: H 15,  Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.260,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: 1501500017021,  Location: 1.75 MI S OF IH 410 (Lat: 29.298753,  Lng: -98.629983),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 24,479 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 29,180 (year 2033),  Design Load: HS 20,  Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.260,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 150150001702101,  Location: 2.50 MI S OF IH 410 (Lat: 29.292569,  Lng: -98.638600),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 20.76m (68.11ft),  Average Daily Traffic: 24,479 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 29,180 (year 2033),  Design Load: HS 20,  Features Intersected: MEDINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.085,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001702269,  Location: 0.80 MI S OF IH 410 (Lat: 29.310197,  Lng: -98.616481),  Route carried "on" structure: City street 2165,  Year Built: 1974,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 2,210 (year 2012),  Average Future Daily Traffic: 20 (year 2032),  Design Load: H 20,  Features Intersected: IH 35,  Facility Carried by Structure: FISCHER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150001702304,  Location: 5.75 MI S OF LP 13 (Lat: 29.317189,  Lng: -98.608400),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 1,450 (year 2013),  Average Future Daily Traffic: 2,030 (year 2033),  Design Load: HS 20,  Features Intersected: IH 410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.122,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.91m (32.51ft),  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: 150150001702305,  Location: 5.75 MI S OF LP 13 (Lat: 29.317142,  Lng: -98.608253),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 23,081 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 29,180 (year 2033),  Design Load: HS 20,  Features Intersected: IH 410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.122,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 150150001702306,  Location: 5.75 MI S OF LP 13 (Lat: 29.316414,  Lng: -98.608614),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 26,614 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 29,180 (year 2033),  Design Load: HS 20,  Features Intersected: IH 410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.123,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.0m (39.4ft)

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

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Structure Number: 150150001702307,  Location: 5.75 MI S OF LP 13 (Lat: 29.316372,  Lng: -98.608458),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 560 (year 2013),  Average Future Daily Traffic: 780 (year 2033),  Design Load: HS 20,  Features Intersected: IH 410
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.122,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.91m (32.51ft),  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: 150150001702383,  Location: 1.40 MI SW OF IH 410 (Lat: 29.298356,  Lng: -98.629922),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2010,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 560 (year 2013),  Average Future Daily Traffic: 780 (year 2033),  Design Load: HL 93,  Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.259,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001702384,  Location: 1.00 MI SW OF IH 410 (Lat: 29.299394,  Lng: -98.629814),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2009,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 1,450 (year 2013),  Average Future Daily Traffic: 3,620 (year 2033),  Design Load: HL 93,  Features Intersected: MEDIO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.263,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150150001702385,  Location: 0.7 MI SW OF IH 410 (Lat: 29.310069,  Lng: -98.616503),  Route carried "on" structure: ServiceState highway ,  Year Built: 2010,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HL 93,  Features Intersected: IH 35 ML,  Facility Carried by Structure: IH 35 NBFR TA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: 150150001702388,  Location: 2.50 MI S OF IH 410 (Lat: 29.291800,  Lng: -98.639375),  Route carried "on" structure: Interstate 35,  Year Built: 2014,  Status: Open,  Structure Length: 20.97m (68.80ft),  Average Daily Traffic: 26,614 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 29,180 (year 2033),  Design Load: HL 93,  Features Intersected: MEDINA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.092,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

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

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Structure Number: 150150001709032,  Location: 0.80 MI NE OF LP 410 (Lat: 29.319742,  Lng: -98.604831),  Route carried "on" structure: Interstate 35,  Year Built: 1934,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 39,884 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 55,630 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.162,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 150150001709108,  Location: 1.80 MI SW OF LP 13 (Lat: 29.343614,  Lng: -98.551028),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 29,204 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 26,060 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.982,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001709109,  Location: 1.80 MI SW OF LP 13 (Lat: 29.341961,  Lng: -98.550714),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 20,441 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 26,060 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.982,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000170911,  Location: 1.90 MI SW OF LP 13 (Lat: 29.341639,  Lng: -98.553206),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 37,462 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 26,060 (year 2033),  Design Load: HS 20,  Features Intersected: IH 35 SP 422 INTCHG ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001709111,  Location: 1.70 MI NE OF IH 410 (Lat: 29.329478,  Lng: -98.585336),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 22,901 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,810 (year 2033),  Design Load: HS 20,  Features Intersected: LEON CREEK / CASSIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.295,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001709112,  Location: 1.70 MI NE OF IH 410 (Lat: 29.329403,  Lng: -98.585278),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 21,665 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,810 (year 2033),  Design Load: HS 20,  Features Intersected: LEON CREEK / CASSIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.295,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: 150150001709113,  Location: 0.90 MI NE OF LP 410 (Lat: 29.324936,  Lng: -98.596219),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 39,884 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 55,630 (year 2033),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.147,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 43.3m (142.1ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

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: 150150001709114,  Location: 0.6 MI NE OF IH 410 (Lat: 29.322844,  Lng: -98.601114),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 39,884 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,810 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 353 NB CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.608,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000170912,  Location: 0.40 MI S OF US 90 (Lat: 29.387639,  Lng: -98.511978),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 75,954 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 104,680 (year 2033),  Design Load: HS 20,  Features Intersected: THEO & MALONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.551,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.03m (69.00ft),  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: 150150001709121,  Location: 0.40 MI S OF US 90 (Lat: 29.387639,  Lng: -98.512083),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 21.03m (69.00ft),  Average Daily Traffic: 75,126 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 104,680 (year 2033),  Design Load: HS 20,  Features Intersected: THEO & MALONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.551,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.03m (69.00ft),  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: 150150001709122,  Location: 0.50 MI S OF US 90 (Lat: 29.388322,  Lng: -98.511664),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1958,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 740 (year 2013),  Average Future Daily Traffic: 1,030 (year 2033),  Design Load: HS 20,  Features Intersected: CONCEPCION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.616,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001709123,  Location: 0.50 MI S OF US 90 (Lat: 29.388367,  Lng: -98.512272),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1958,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,670 (year 2013),  Average Future Daily Traffic: 2,330 (year 2033),  Design Load: HS 15,  Features Intersected: CONCEPCION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.616,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001709125,  Location: 0.9 MI S OF US 90 (Lat: 29.379581,  Lng: -98.513097),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 75,126 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 46,010 (year 2033),  Design Load: HS 20,  Features Intersected: DIVISION AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.660,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001709126,  Location: 0.9 MI S OF US 90 (Lat: 29.379586,  Lng: -98.512994),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 75,954 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 46,010 (year 2033),  Design Load: HS 20,  Features Intersected: DIVISION AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.660,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.60m (47.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001709127,  Location: 1.7 MI S OF US 90 (Lat: 29.368214,  Lng: -98.518375),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 15.88m (52.10ft),  Average Daily Traffic: 36,614 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 46,010 (year 2033),  Design Load: HS 20,  Features Intersected: SOUTHCROSS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.211,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.88m (52.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $49,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous