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

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Structure Number: 130900002505066,  Location: 1.65 MI W OF SH 80 (Lat: 29.530589,  Lng: -97.710781),  Route carried "on" structure: Alternate US 90,  Year Built: 1949,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,660 (year 2013),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,130 (year 2033),  Design Load: H 15,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.160,  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: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13090000250605,  Location: 1.85 MI W OF US 183 (Lat: 29.513758,  Lng: -97.493575),  Route carried "on" structure: Alternate US 90,  Year Built: 1937,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 34.11m (111.91ft),  Average Daily Traffic: 5,110 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,150 (year 2033),  Design Load: H 15,  Features Intersected: SAN MARCOS RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.495,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 22,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: 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 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900002506051,  Location: 1.40 MI W OF US 183 (Lat: 29.514072,  Lng: -97.486444),  Route carried "on" structure: Alternate US 90,  Year Built: 1937,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 5,110 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,150 (year 2033),  Design Load: H 15,  Features Intersected: SAN MARCOS RI REL #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900002506052,  Location: 1.05 MI W OF US 183 (Lat: 29.514364,  Lng: -97.480725),  Route carried "on" structure: Alternate US 90,  Year Built: 1937,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 5,110 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,150 (year 2033),  Design Load: H 15,  Features Intersected: SAN MARCOS RI REL #2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.890,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900002506053,  Location: 0.43 MI W OF US 183 (Lat: 29.514831,  Lng: -97.470631),  Route carried "on" structure: Alternate US 90,  Year Built: 1937,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,110 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,150 (year 2033),  Design Load: H 15,  Features Intersected: OLD TOWN CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.896,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than 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 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900002507153,  Location: 0.65 MI NE OF US 90A (Lat: 29.529656,  Lng: -97.430633),  Route carried "on" structure: State highway 97,  Year Built: 1966,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,781 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 6,770 (year 2033),  Design Load: H 20,  Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.994,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900002507198,  Location: 2.2 MI NE OF SH 304 (Lat: 29.564922,  Lng: -97.392389),  Route carried "on" structure: State highway 97,  Year Built: 1975,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 2,282 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,700 (year 2033),  Design Load: HS 20,  Features Intersected: DENTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.688,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

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: 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: Febuary 2019

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Structure Number: 130900015302013,  Location: 4.55 MI NW OF US 90A (Lat: 29.565561,  Lng: -97.505386),  Route carried "on" structure: US 183,  Year Built: 1940,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,451 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 10,660 (year 2033),  Design Load: H 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.339,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

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

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Structure Number: 130900015302014,  Location: 2.20 MI N OF US 90A (Lat: 29.544289,  Lng: -97.478250),  Route carried "on" structure: US 183,  Year Built: 1940,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 10,391 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,800 (year 2033),  Design Load: H 15,  Features Intersected: DRY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.178,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900015302021,  Location: 1.40 MI N OF US 90A (Lat: 29.534444,  Lng: -97.471506),  Route carried "on" structure: US 183,  Year Built: 1921,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,391 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,800 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.457,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900015302022,  Location: 2.55 MI N OF US 90A (Lat: 29.548992,  Lng: -97.480136),  Route carried "on" structure: US 183,  Year Built: 2008,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 10,391 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,800 (year 2033),  Design Load: HL 93,  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.577,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130900015401001,  Location: 0.80 MI N OF SH 97 (Lat: 29.485394,  Lng: -97.447806),  Route carried "on" structure: US 183,  Year Built: 1934,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 43.46m (142.59ft),  Average Daily Traffic: 11,114 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,600 (year 2033),  Design Load: H 15,  Features Intersected: GUADALUPE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.019,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 38,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900015401003,  Location: 1.00 MI SE OF SH 97 (Lat: 29.461264,  Lng: -97.436719),  Route carried "on" structure: US 183,  Year Built: 1924,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,318 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 11,820 (year 2033),  Features Intersected: CROSS TIMBERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.170,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900015401004,  Location: 1.15 MI SE OF SH 97 (Lat: 29.459194,  Lng: -97.435114),  Route carried "on" structure: US 183,  Year Built: 1924,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,318 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 11,820 (year 2033),  Features Intersected: CROSS TIMBERS CREEK REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.447,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.5m (54.1ft)

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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900015401005,  Location: 0.20 MI S OF FM 3282 (Lat: 29.455844,  Lng: -97.432469),  Route carried "on" structure: US 183,  Year Built: 1924,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,318 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 17,730 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.935,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900015401022,  Location: 1.42 MI S OF FM 3282 (Lat: 29.440383,  Lng: -97.422147),  Route carried "on" structure: US 183,  Year Built: 1960,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 6,318 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 17,730 (year 2033),  Features Intersected: COTTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.906,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900015401025,  Location: 0.45 MI N OF SH 97 (Lat: 29.480008,  Lng: -97.446592),  Route carried "on" structure: US 183,  Year Built: 1986,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 10,928 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,800 (year 2033),  Design Load: HS 20,  Features Intersected: GUADALUPE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.771,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.3m (69.9ft)

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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13090003470101,  Location: 0.80 MI SW OF US 183 (Lat: 29.466333,  Lng: -97.454564),  Route carried "on" structure: State highway 97,  Year Built: 1988,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 4,890 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,210 (year 2033),  Design Load: HS 20,  Features Intersected: CROSS TIMBERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.616,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900034701011,  Location: 0.25 MI SW OF FM 1116 (Lat: 29.460889,  Lng: -97.462556),  Route carried "on" structure: State highway 97,  Year Built: 1988,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 2,307 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,860 (year 2033),  Design Load: HS 20,  Features Intersected: STAHLS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.639,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900044501019,  Location: 0.70 MI E OF US 183 BUS (Lat: 29.504186,  Lng: -97.441206),  Route carried "on" structure: Spur State highway 146,  Year Built: 1943,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,352 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,850 (year 2033),  Design Load: H 15,  Features Intersected: TINSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.527,  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: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900044501022,  Location: 1.40 MI E OF US 183 BUS (Lat: 29.508044,  Lng: -97.429936),  Route carried "on" structure: Spur State highway 146,  Year Built: 1972,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,393 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,050 (year 2033),  Design Load: HS 20,  Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.691,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: 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: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900044501023,  Location: 0.75 MI SE OF FM 532 (Lat: 29.507978,  Lng: -97.406594),  Route carried "on" structure: Alternate US 90,  Year Built: 1972,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 7,450 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,430 (year 2033),  Design Load: HS 20,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.725,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

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

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Structure Number: 13090004450302,  Location: 0.60 MI E OF US 183 BUS (Lat: 29.519731,  Lng: -97.449819),  Route carried "on" structure: Alternate US 90,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 15,850 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,190 (year 2033),  Design Load: HS 20,  Features Intersected: TINSLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.022,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 130900044503021,  Location: 0.80 MI SE OF SH 97 (Lat: 29.513544,  Lng: -97.426086),  Route carried "on" structure: Alternate US 90,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 4,023 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,640 (year 2032),  Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.722,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900044503024,  Location: 0.80 MI SE OF SH 97 (Lat: 29.513708,  Lng: -97.425944),  Route carried "on" structure: Alternate US 90,  Year Built: 1988,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 2,700 (year 2011),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,640 (year 2031),  Design Load: HS 20,  Features Intersected: KERR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.722,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900057303011,  Location: 5.55 MI S OF IH 10 (Lat: 29.578242,  Lng: -97.417022),  Route carried "on" structure: State highway 304,  Year Built: 1953,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,830 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,720 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.919,  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: 6,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900057304003,  Location: 0.19 MI S OF SH 97 (Lat: 29.460919,  Lng: -97.458122),  Route carried "on" structure: State highway 1116,  Year Built: 1951,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,187 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,500 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  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),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.7m (38.4ft)

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: Equal to 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: Febuary 2021

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Structure Number: 130900057304004,  Location: 0.70 MI S OF SH 97 (Lat: 29.454383,  Lng: -97.460639),  Route carried "on" structure: State highway 1116,  Year Built: 1951,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,187 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,500 (year 2033),  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.120,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.0m (39.4ft)

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: Equal to 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: Febuary 2021

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Structure Number: 130900100702006,  Location: 0.85 MI NE OF US 90A (Lat: 29.516789,  Lng: -97.405014),  Route carried "on" structure: State highway 532,  Year Built: 1950,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,653 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,120 (year 2033),  Design Load: H 15,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.022,  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: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900100702007,  Location: 3.00 MI E OF US 90A (Lat: 29.527208,  Lng: -97.372464),  Route carried "on" structure: State highway 532,  Year Built: 1950,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,653 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,120 (year 2033),  Design Load: H 15,  Features Intersected: MITCHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.429,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.1m (36.4ft)

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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130900113302005,  Location: 1.70 MI N OF US 90A (Lat: 29.540917,  Lng: -97.459003),  Route carried "on" structure: State highway 794,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,889 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,370 (year 2033),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.479,  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: 3,  Length of Maximum Span: 2.1m (6.9ft)

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: 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: Febuary 2021

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Structure Number: 130900113302006,  Location: 3.15 MI N OF US 90A (Lat: 29.561931,  Lng: -97.463078),  Route carried "on" structure: State highway 794,  Year Built: 1982,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,889 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,370 (year 2033),  Design Load: HS 20,  Features Intersected: DRY FORK SMITH CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.090,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900113302007,  Location: 4.55 MI N OF US 90A (Lat: 29.578700,  Lng: -97.469236),  Route carried "on" structure: State highway 794,  Year Built: 1988,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 1,194 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,470 (year 2033),  Design Load: HS 20,  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.908,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.0 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900AA0244001,  Location: 0.70 MI W OF US 183 (Lat: 29.536597,  Lng: -97.487075),  Route carried "on" structure: County highway 244,  Year Built: 2004,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 70 (year 2013),  Average Future Daily Traffic: 100 (year 2035),  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130900AA0342001,  Location: 0.55 MI E OF US 90A (Lat: 29.505567,  Lng: -97.410350),  Route carried "on" structure: County highway 342,  Year Built: 2012,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 350 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2039),  Design Load: HL 93,  Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130900AA0757001,  Location: 0.7 MI W OF US 183 (Lat: 29.508339,  Lng: -97.468344),  Route carried "on" structure: County highway 466,  Year Built: 2020,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 188 (year 2019),  Average Future Daily Traffic: 282 (year 2039),  Design Load: HL 93,  Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 130900B00490001,  Location: 0.75 MI NE OF US 183 BUS (Lat: 29.508322,  Lng: -97.442572),  Route carried "on" structure: City street 153,  Year Built: 1940,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,900 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,500 (year 2039),  Features Intersected: TINSLEY CRK,  Facility Carried by Structure: ST ANDREW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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 or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Satisfactory,  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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900B00520001,  Location: 0.72 MI E OF US 183 (Lat: 29.505089,  Lng: -97.441697),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,620 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,000 (year 2039),  Design Load: HS 20,  Features Intersected: TINSLEY CREEK,  Facility Carried by Structure: ST LAWRENCE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900B00530001,  Location: 0.95 MI E OF WATER ST (Lat: 29.503100,  Lng: -97.440756),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 160 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2039),  Features Intersected: TINSLEY CREEK,  Facility Carried by Structure: ST MATTHEW ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.9m (42.3ft)

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: Better than 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900B00535001,  Location: 0.95 MI E OF WATER ST (Lat: 29.502119,  Lng: -97.440297),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 240 (year 2019),  Average Future Daily Traffic: 300 (year 2039),  Features Intersected: TINSLEY CREEK,  Facility Carried by Structure: ST MICHAEL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Satisfactory,  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: Better than 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 130900B00550001,  Location: 0.70 MI NE OF US 183 BUS (Lat: 29.501119,  Lng: -97.439867),  Route carried "on" structure: City street 156,  Year Built: 1940,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,740 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2039),  Features Intersected: TINSLEY CREEK,  Facility Carried by Structure: ST VINCENT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Channel: Satisfactory,  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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous