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

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Structure Number: 150150001702328,  Location: 1.50 MI NE OF LP 1604 (Lat: 29.288247,  Lng: -98.644839),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1977,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 560 (year 2013),  Average Future Daily Traffic: 780 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.453,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001703048,  Location: 1.40 MI NE OF LP 1604 (Lat: 29.287797,  Lng: -98.646481),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1934,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,450 (year 2013),  Average Future Daily Traffic: 2,030 (year 2033),  Design Load: H 15,  Features Intersected: LIVE OAK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.207,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: 150150001703049,  Location: 0.00 MI NE OF LP 1604 (Lat: 29.279597,  Lng: -98.666142),  Route carried "on" structure: Interstate 35,  Year Built: 1934,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 47,916 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 65,920 (year 2033),  Design Load: H 15,  Features Intersected: POST OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.092,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  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: 15015000170305,  Location: 2.50 MI SW OF LP 1604 (Lat: 29.263842,  Lng: -98.703658),  Route carried "on" structure: Interstate 35,  Year Built: 1934,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 21,346 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 29,100 (year 2033),  Design Load: H 15,  Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.033,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.8 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: Better than 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: 150150001703051,  Location: 2.60 MI SW OF LP 1604 (Lat: 29.263106,  Lng: -98.705500),  Route carried "on" structure: Interstate 35,  Year Built: 1934,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 21,346 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 29,100 (year 2033),  Design Load: H 15,  Features Intersected: ELM CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.869,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: 150150001703102,  Location: 2.60 MI SW OF LP 1604 (Lat: 29.263192,  Lng: -98.705542),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 19,843 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 26,090 (year 2033),  Design Load: HS 20,  Features Intersected: ELM CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.353,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: 150150001703103,  Location: 2.50 MI SW OF LP 1604 (Lat: 29.263925,  Lng: -98.703706),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 19,843 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 29,100 (year 2033),  Design Load: HS 20,  Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.022,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 150150001703118,  Location: 1.30 MI NE OF LP 1604 (Lat: 29.287558,  Lng: -98.646358),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 46,722 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 58,370 (year 2033),  Design Load: HS 20,  Features Intersected: LIVE OAK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.207,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 39.4m (129.3ft)

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

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Structure Number: 150150001703272,  Location: 1.2 MI NE OF LP 1604 (Lat: 29.286711,  Lng: -98.648517),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 830 (year 2011),  Average Future Daily Traffic: 200 (year 2031),  Design Load: H 20,  Features Intersected: IH 35,  Facility Carried by Structure: BENTON CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.047,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150150001703273,  Location: 0.00 MI NE OF LP 1604 (Lat: 29.279272,  Lng: -98.666767),  Route carried "on" structure: Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 26,925 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 29,100 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.020,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very 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: 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: 150150001703274,  Location: 0.00 MI NE OF LP 1604 (Lat: 29.279392,  Lng: -98.666775),  Route carried "on" structure: Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 25,473 (year 2017),  Truck Traffic: 29%,  Average Future Daily Traffic: 29,100 (year 2033),  Design Load: HS 20,  Features Intersected: LP 1604
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.023,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very 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: 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: 150150001703275,  Location: 1.50 MI SW OF LP 1604 (Lat: 29.269892,  Lng: -98.688706),  Route carried "on" structure: Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 21,346 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 29,100 (year 2033),  Design Load: HS 20,  Features Intersected: KINNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.676,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very 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: 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: 150150001703276,  Location: 1.50 MI SW OF LP 1604 (Lat: 29.269969,  Lng: -98.688744),  Route carried "on" structure: Interstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 19,843 (year 2019),  Truck Traffic: 29%,  Average Future Daily Traffic: 29,100 (year 2033),  Design Load: HS 20,  Features Intersected: KINNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.676,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very 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: 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: 150150001703277,  Location: 2.50 MI SW OF LP 1604 (Lat: 29.263650,  Lng: -98.703539),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 287 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 840 (year 2033),  Design Load: H 20,  Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.051,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: 150150001703278,  Location: 2.50 MI SW OF LP 1604 (Lat: 29.264136,  Lng: -98.703794),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 806 (year 2020),  Average Future Daily Traffic: 810 (year 2033),  Design Load: H 20,  Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.022,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Equal to present minimum criteria,  Waterway Adequacy: 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: 150150001703279,  Location: 2.60 MI SW OF LP 1604 (Lat: 29.262903,  Lng: -98.705403),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 600 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 840 (year 2033),  Design Load: HS 20,  Features Intersected: ELM CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.879,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15015000170328,  Location: 2.60 MI SW OF LP 1604 (Lat: 29.263394,  Lng: -98.705656),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1974,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 580 (year 2013),  Average Future Daily Traffic: 810 (year 2033),  Design Load: HS 20,  Features Intersected: ELM CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001703327,  Location: 1.30 MI NE OF LP 1604 (Lat: 29.287317,  Lng: -98.646197),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1977,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 560 (year 2013),  Average Future Daily Traffic: 780 (year 2033),  Design Load: HS 20,  Features Intersected: LIVE OAK SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.237,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150174102004,  Location: 2.4 Mi NE of LP 1604 (Lat: 29.259981,  Lng: -98.634967),  Route carried "on" structure: State highway 2790,  Year Built: 1989,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,002 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,900 (year 2033),  Design Load: HS 20,  Features Intersected: Post Oak Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.897,  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: 7,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150202002003,  Location: 0.8 Mi N of IH 35 (Lat: 29.294111,  Lng: -98.668064),  Route carried "on" structure: State highway 1604,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,019 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,410 (year 2033),  Design Load: HS 20,  Features Intersected: Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.960,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 150150202002004,  Location: 0.5 Mi NW of IH 35 (Lat: 29.286344,  Lng: -98.667414),  Route carried "on" structure: State highway 1604,  Year Built: 1973,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 11,019 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,410 (year 2033),  Design Load: HS 20,  Features Intersected: Quintana Rd & MP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.046,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150202002005,  Location: 0.8 Mi S of IH 35 (Lat: 29.266136,  Lng: -98.665997),  Route carried "on" structure: State highway 1604,  Year Built: 1973,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 7,953 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,730 (year 2033),  Design Load: HS 20,  Features Intersected: Elm Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.839,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150202002006,  Location: 0.9 Mi S of IH 35 (Lat: 29.263519,  Lng: -98.665683),  Route carried "on" structure: State highway 1604,  Year Built: 1973,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 7,953 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,730 (year 2033),  Design Load: HS 20,  Features Intersected: Elm Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.516,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150244001004,  Location: 3.3 Mi SW of IH 410 (Lat: 29.306508,  Lng: -98.662108),  Route carried "on" structure: State highway 2536,  Year Built: 1965,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 6,071 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,930 (year 2033),  Design Load: H 20,  Features Intersected: Medina River & Draw
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.930,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.34m (40.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150AA0805001,  Location: 1.00 MI S OF IH 35 (Lat: 29.254647,  Lng: -98.688539),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,632 (year 2020),  Average Future Daily Traffic: 1,800 (year 2027),  Features Intersected: ELM CREEK,  Facility Carried by Structure: KINNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150AA0853001,  Location: 0.7 MI NW OF IH35 S (Lat: 29.288586,  Lng: -98.654483),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 321 (year 2020),  Average Future Daily Traffic: 450 (year 2027),  Features Intersected: LIVE OAK SLOUGH,  Facility Carried by Structure: QUINTANA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150150001703272,  Location: 1.2 MI NE OF LP 1604 (Lat: 29.286711,  Lng: -98.648517),  Route carried "under" structure: Interstate 35,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 47,080 (year 2013),  Truck Traffic: 18%,  Features Intersected: IH 35,  Facility Carried by Structure: BENTON CITY RD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 15.020,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 150150001703273,  Location: 0.00 MI NE OF LP 1604 (Lat: 29.279150,  Lng: -98.666875),  Route carried "under" structure: State highway 1604,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,950 (year 2013),  Truck Traffic: 8%,  Features Intersected: LP 1604,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 14.307,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 150150001703274,  Location: 0.00 MI NE OF LP 1604 (Lat: 29.279392,  Lng: -98.666775),  Route carried "under" structure: State highway 1604,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 7,430 (year 2013),  Truck Traffic: 8%,  Features Intersected: LP 1604,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 14.334,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 150150001703275,  Location: 1.50 MI SW OF LP 1604 (Lat: 29.269817,  Lng: -98.688600),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 540 (year 2010),  Truck Traffic: 2%,  Features Intersected: KINNEY RD,  Facility Carried by Structure: IH 35 NB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 5.782,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 150150001703276,  Location: 1.50 MI SW OF LP 1604 (Lat: 29.269969,  Lng: -98.688744),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 540 (year 2011),  Truck Traffic: 2%,  Features Intersected: KINNEY RD,  Facility Carried by Structure: IH 35 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 5.778,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 150150202002004,  Location: 0.5 Mi NW of IH 35 (Lat: 29.286344,  Lng: -98.667414),  Route carried "under" structure: County highway 55,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 160 (year 2014),  Truck Traffic: 1%,  Features Intersected: Quintana Rd & MP RR,  Facility Carried by Structure: LP 1604
Minimum Vertical Clearance: 7.70m (25.26ft),  Kilometerpoint: 2.791,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)