Bridge Statistics for New Braunfels, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 150460001604012,  Location: 3.5 MI NE OF FM 306 (Lat: 29.771683,  Lng: -98.040264),  Route carried "on" structure: Interstate 35,  Year Built: 1933,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 112,918 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 106,840 (year 2033),  Design Load: H 15,  Features Intersected: WATER HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.691,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 59.1m (193.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 79.9m (262.1ft)

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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460001604014,  Location: 3.2 MI N OF SH 46 (Lat: 29.737286,  Lng: -98.068394),  Route carried "on" structure: Interstate 35,  Year Built: 1948,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 112,918 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 106,840 (year 2033),  Design Load: H 15,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.960,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 2.1m (6.9ft)

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: June 2020

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Structure Number: 150460001604015,  Location: 2.5 MI N OF SH 46 (Lat: 29.730928,  Lng: -98.075808),  Route carried "on" structure: Interstate 35,  Year Built: 1932,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 112,918 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 106,840 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.980,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 57.6m (189.0ft),  Out-to-Out Width: 89.9m (294.9ft)

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

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Structure Number: 150460001604147,  Location: 6.8 MI N OF SH 46 (Lat: 29.778506,  Lng: -98.035322),  Route carried "on" structure: County highway 331,  Year Built: 1965,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 1,780 (year 2011),  Average Future Daily Traffic: 300 (year 2031),  Design Load: H 15,  Features Intersected: IH 35,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Lanes under structure: 6,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $554,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $831,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460001604187,  Location: 3.2 MI N OF SH 46 (Lat: 29.736814,  Lng: -98.068403),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 1988,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 2,480 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,480 (year 2033),  Design Load: HS 20,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.960,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460001604218,  Location: 0.2 MI N OF SEGUIN ROAD (Lat: 29.693797,  Lng: -98.105664),  Route carried "on" structure: Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 29.60m (97.11ft),  Average Daily Traffic: 60,249 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,750 (year 2030),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.368,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150460001604219,  Location: 0.2 MI N OF SEGUIN RD (Lat: 29.693400,  Lng: -98.105625),  Route carried "on" structure: Interstate 35,  Year Built: 2003,  Status: Open,  Structure Length: 29.60m (97.11ft),  Average Daily Traffic: 56,266 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 55,750 (year 2030),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.347,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 15046000160422,  Location: 0.10 MI NE OF SEGUIN RD (Lat: 29.691836,  Lng: -98.108269),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 29.60m (97.11ft),  Average Daily Traffic: 7,460 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,140 (year 2030),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.368,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: 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: 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: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150460001604221,  Location: 0.2 MI N OF SEGUIN ROAD (Lat: 29.692222,  Lng: -98.108392),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 7,460 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,140 (year 2030),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.381,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very 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: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable 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: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150460001604222,  Location: 0.2 MI N OF SEGUIN ROAD (Lat: 29.693736,  Lng: -98.106108),  Route carried "on" structure: Ramp Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 23.29m (76.41ft),  Average Daily Traffic: 7,460 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,140 (year 2030),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.368,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

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

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Structure Number: 150460001604225,  Location: 3.2 MI NE OF FM 306 (Lat: 29.766839,  Lng: -98.043253),  Route carried "on" structure: Interstate 35,  Year Built: 1933,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 112,918 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 106,840 (year 2033),  Design Load: H 15,  Features Intersected: WATER HOLE CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.094,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 59.1m (193.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

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: 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: June 2020

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Structure Number: 150460001604234,  Location: 1.15 MI NE OF FM 725 (Lat: 29.700431,  Lng: -98.093306),  Route carried "on" structure: Interstate 35,  Year Built: 2008,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 56,266 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 47,600 (year 2030),  Design Load: HS 20,  Features Intersected: SH 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.019,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 23.7m (77.8ft)

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

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Structure Number: 150460001604235,  Location: 1.15 MI NE OF FM 725 (Lat: 29.700756,  Lng: -98.093719),  Route carried "on" structure: Interstate 35,  Year Built: 2008,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 60,249 (year 2019),  Truck Traffic: 20%,  Average Future Daily Traffic: 47,600 (year 2030),  Design Load: HS 20,  Features Intersected: SH 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.019,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150460001604236,  Location: 0.2 MI SW OF SH 46 (Lat: 29.696086,  Lng: -98.098597),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 7,460 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,140 (year 2030),  Design Load: HL 93,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.435,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150460001604237,  Location: 1.0 MI NE OF SH 46 (Lat: 29.713125,  Lng: -98.088814),  Route carried "on" structure: Interstate 35,  Year Built: 2008,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 56,266 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 95,200 (year 2030),  Design Load: HS 20,  Features Intersected: IH 35 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.603,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150460001604238,  Location: 1.0 MI NE OF SH 46 (Lat: 29.712986,  Lng: -98.089408),  Route carried "on" structure: Interstate 35,  Year Built: 2008,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 60,249 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 95,200 (year 2030),  Design Load: HS 20,  Features Intersected: IH 35 BUS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.603,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 20.9m (68.6ft)

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

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Structure Number: 150460001604239,  Location: 2.0 MI NE OF SH 46 (Lat: 29.729361,  Lng: -98.077944),  Route carried "on" structure: Interstate 35,  Year Built: 2008,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 112,918 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 95,200 (year 2030),  Design Load: HS 20,  Features Intersected: FM 306
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.653,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 36.1m (118.4ft),  Out-to-Out Width: 37.3m (122.4ft)

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

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Structure Number: 150460001604241,  Location: 1.2 MI NE OF SH 46 (Lat: 29.718075,  Lng: -98.088267),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 109,478 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 95,200 (year 2030),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.092,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 150460001605062,  Location: 3.5 MI SW OF FM 725 (Lat: 29.670592,  Lng: -98.159628),  Route carried "on" structure: Interstate 35,  Year Built: 1957,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 105,654 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 155,560 (year 2033),  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.756,  Lanes on structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 65.8m (215.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 65.8m (215.9ft),  Out-to-Out Width: 82.7m (271.3ft)

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

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Structure Number: 150460001605083,  Location: 2.7 MI SW OF FM 725 (Lat: 29.677192,  Lng: -98.150403),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 107,078 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 150,420 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.913,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  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: June 2020

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Structure Number: 15046000160509,  Location: 0.6 MI SW OF FM 475 (Lat: 29.688056,  Lng: -98.119161),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 105,937 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 128,070 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.211,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 50.0m (164.0ft),  Skew: 39 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,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460001605119,  Location: 4.5 MI SW OF FM 725 (Lat: 29.663136,  Lng: -98.169936),  Route carried "on" structure: County highway 724,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 3,070 (year 2010),  Average Future Daily Traffic: 20 (year 2030),  Design Load: H 20,  Features Intersected: IH 35,  Facility Carried by Structure: SOLMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15046000160514,  Location: 5.5 MI N OF GUADALUPE C/L (Lat: 29.653517,  Lng: -98.189158),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 58,940 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 75,490 (year 2033),  Design Load: HS 20,  Features Intersected: ENGEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.298,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460001605141,  Location: 5.5 MI N OF GUADALUPE C/L (Lat: 29.653450,  Lng: -98.189089),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 61,780 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 75,490 (year 2033),  Design Load: HS 20,  Features Intersected: ENGEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.298,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460001605208,  Location: IH 35 @ SCHMIDT STREET (Lat: 29.681861,  Lng: -98.143392),  Route carried "on" structure: Interstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 68,081 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 57,290 (year 2030),  Design Load: HS 20,  Features Intersected: SCHMIDT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.858,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605209,  Location: IH 35 @ SCHMIDT STREET (Lat: 29.682356,  Lng: -98.143356),  Route carried "on" structure: Interstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 54,997 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 57,290 (year 2030),  Design Load: HS 20,  Features Intersected: SCHMIDT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.858,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15046000160521,  Location: IH 35 @ WALNUT STREET (Lat: 29.685644,  Lng: -98.126339),  Route carried "on" structure: Interstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 64,869 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,340 (year 2030),  Design Load: HS 20,  Features Intersected: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.495,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605211,  Location: IH 35 @ WALNUT STREET (Lat: 29.686183,  Lng: -98.125628),  Route carried "on" structure: Interstate 35,  Year Built: 2006,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 56,898 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,340 (year 2030),  Design Load: HS 20,  Features Intersected: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.495,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605213,  Location: 4.4 MI SW OF FM 725 (Lat: 29.662175,  Lng: -98.171211),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 7,940 (year 2010),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,570 (year 2030),  Design Load: HS 20,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.314,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605214,  Location: 4.4 MI SW OF FM 725 (Lat: 29.662394,  Lng: -98.171211),  Route carried "on" structure: Interstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 66,444 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 62,890 (year 2030),  Design Load: HS 20,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.314,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605215,  Location: 4.3 MI SW OF FM 725 (Lat: 29.662047,  Lng: -98.171331),  Route carried "on" structure: ServiceInterstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 7,940 (year 2010),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,570 (year 2030),  Design Load: HS 20,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.314,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605216,  Location: 1.3 MI SW OF FM 1044 (Lat: 29.674303,  Lng: -98.154961),  Route carried "on" structure: State highway 337,  Year Built: 2001,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 13,100 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,530 (year 2030),  Design Load: HS 20,  Features Intersected: IH 35 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.113,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 27.7m (90.9ft)

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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605217,  Location: 4.4 MI SW OF FM 725 (Lat: 29.662797,  Lng: -98.171064),  Route carried "on" structure: Interstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 54,997 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 62,890 (year 2030),  Design Load: HS 20,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.314,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605223,  Location: 1.5 MI SW OF SH 46 (Lat: 29.691906,  Lng: -98.110472),  Route carried "on" structure: Interstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 56,898 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,340 (year 2030),  Design Load: HS 20,  Features Intersected: FM 725
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.175,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001605224,  Location: 1.5 MI SW OF SH 46 (Lat: 29.691536,  Lng: -98.110239),  Route carried "on" structure: Interstate 35,  Year Built: 2001,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 64,869 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,340 (year 2030),  Design Load: HS 20,  Features Intersected: FM 725
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.175,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.5m (83.7ft)

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: 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: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 150460001611016,  Location: 0.2 MI SW OF SEGUIN AVE (Lat: 29.694553,  Lng: -98.105844),  Route carried "on" structure: Business State highway 35,  Year Built: 1934,  Status: Open,  Structure Length: 24.93m (81.79ft),  Average Daily Traffic: 13,330 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,670 (year 2033),  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.177,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.0 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.93m (81.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460001619017,  Location: 0.25 MI SW OF IH 35 FRTG (Lat: 29.671547,  Lng: -98.160389),  Route carried "on" structure: State highway 482,  Year Built: 1933,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,339 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 3,200 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.761,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: June 2020

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Structure Number: 150460001619018,  Location: 0.2 MILES SW OF SOLMS RD (Lat: 29.665186,  Lng: -98.172414),  Route carried "on" structure: State highway 482,  Year Built: 1933,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 3,209 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,880 (year 2033),  Design Load: H 15,  Features Intersected: SOLMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.383,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460021502013,  Location: 1.50 MI NW OF IH 35 (Lat: 29.704989,  Lng: -98.129483),  Route carried "on" structure: Business State highway 46,  Year Built: 1928,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 14,310 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,040 (year 2033),  Features Intersected: DRY COMAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.396,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 9.88m (32.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150460021502029,  Location: 3.0 MI N OF IH 35 (Lat: 29.714153,  Lng: -98.157008),  Route carried "on" structure: Spur State highway 337,  Year Built: 1971,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 16,570 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,200 (year 2033),  Design Load: HS 20,  Features Intersected: SH 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.936,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 38.1m (125.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150460021502227,  Location: AT INTERSECTION FM 2722 (Lat: 29.738250,  Lng: -98.203167),  Route carried "on" structure: State highway 46,  Year Built: 2011,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 29,300 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 43,200 (year 2035),  Design Load: HL 93,  Features Intersected: FM 2722
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  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: 33.5m (109.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 23.8m (78.1ft)

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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 150460021502228,  Location: 0.05 MI SE of FM 2722 (Lat: 29.737817,  Lng: -98.203483),  Route carried "on" structure: State highway 46,  Year Built: 2011,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 9,457 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,040 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 46.9m (153.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft)

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