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

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Structure Number: 161780032603035,  Location: 3.7 MI S OF IH 37 (Lat: 27.746672,  Lng: -97.424414),  Route carried "on" structure: State highway 286,  Year Built: 1968,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 42,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,800 (year 2033),  Design Load: HS 20,  Features Intersected: GOLLIHAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.993,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161780032603071,  Location: 0.6 MI S OF IH 37 (Lat: 27.787922,  Lng: -97.409508),  Route carried "on" structure: State highway 286,  Year Built: 1964,  Status: Open,  Structure Length: 33.77m (110.79ft),  Average Daily Traffic: 31,140 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,590 (year 2033),  Design Load: HS 20,  Features Intersected: BU 44 (AGNES & LAREDO)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.946,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 8,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.77m (110.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780032603072,  Location: 0.6 MI S OF IH 37 (Lat: 27.787897,  Lng: -97.409417),  Route carried "on" structure: State highway 286,  Year Built: 1964,  Status: Open,  Structure Length: 33.74m (110.70ft),  Average Daily Traffic: 31,140 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 43,590 (year 2033),  Design Load: HS 20,  Features Intersected: BU 44 (AGNES & LAREDO)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.946,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 7,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.74m (110.70ft),  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: 1617800326031,  Location: 0.30 MI S OF IH 37 (Lat: 27.793375,  Lng: -97.409097),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 3,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,600 (year 2035),  Design Load: HL 93,  Features Intersected: SH 286,  Facility Carried by Structure: COMANCHE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 3,  Lanes under structure: 9,  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: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780037301028,  Location: 0.8 MI S OF IH 37 (Lat: 27.855822,  Lng: -97.630092),  Route carried "on" structure: US 77,  Year Built: 1987,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 10,222 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 17,800 (year 2030),  Design Load: HS 20,  Features Intersected: FM 624
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.292,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 161780037301029,  Location: 0.35 MI S OF FM 624 (Lat: 27.850689,  Lng: -97.630986),  Route carried "on" structure: US 77,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 19,631 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 19,870 (year 2030),  Design Load: HS 20,  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.936,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 58.2m (190.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020

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Structure Number: 161780037301031,  Location: 0.80 MI S OF IH 37 (Lat: 27.855800,  Lng: -97.630200),  Route carried "on" structure: US 77,  Year Built: 1987,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 9,409 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 17,800 (year 2030),  Design Load: HS 20,  Features Intersected: FM 624
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.292,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.3m (46.9ft)

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

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Structure Number: 161780037301033,  Location: 1.8 MI S OF FM 624 (Lat: 27.830164,  Lng: -97.634750),  Route carried "on" structure: US 77,  Year Built: 2006,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,222 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,930 (year 2030),  Design Load: HL 93,  Features Intersected: CR 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.186,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 161780037301034,  Location: 1.8 MI S OF FM 624 (Lat: 27.830989,  Lng: -97.634958),  Route carried "on" structure: US 77,  Year Built: 2006,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 9,409 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,930 (year 2030),  Design Load: HL 93,  Features Intersected: CR 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.186,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 161780037301035,  Location: 0.7 MI S OF FM 624 (Lat: 27.846850,  Lng: -97.631558),  Route carried "on" structure: US 77,  Year Built: 2006,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,222 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,930 (year 2030),  Design Load: HL 93,  Features Intersected: CR 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.274,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 161780037301036,  Location: 0.7 MI S OF FM 624 (Lat: 27.847814,  Lng: -97.631686),  Route carried "on" structure: US 77,  Year Built: 2006,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 9,409 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,930 (year 2030),  Design Load: HL 93,  Features Intersected: CR 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.274,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 161780037301037,  Location: 1.4 MI S OF FM 624 (Lat: 27.837031,  Lng: -97.633164),  Route carried "on" structure: US 77,  Year Built: 2006,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 19,631 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 19,870 (year 2030),  Design Load: HS 20,  Features Intersected: DRAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.478,  Lanes on structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 53.3m (174.9ft),  Out-to-Out Width: 86.6m (284.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161780037301038,  Location: US 77 AT IH 37 (Lat: 27.863353,  Lng: -97.623975),  Route carried "on" structure: Ramp US 77,  Year Built: 2007,  Status: Open,  Structure Length: 30.45m (99.90ft),  Average Daily Traffic: 2,700 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,100 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: US 77 SB,  Facility Carried by Structure: FM 624 CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.275,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 161780061701019,  Location: 2.5 MI E OF FM 43 (Lat: 27.704019,  Lng: -97.362822),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 60,940 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 85,320 (year 2033),  Design Load: HS 20,  Features Intersected: AIRLINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.858,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 32 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: 34.1m (111.9ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16178006170102,  Location: 2.0 MI E OF FM 43 (Lat: 27.707667,  Lng: -97.370011),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 43,210 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,500 (year 2033),  Design Load: HS 20,  Features Intersected: STAPLES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.031,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701021,  Location: 1.0 MI E OF FM 43 (Lat: 27.714572,  Lng: -97.384394),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 43,210 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,500 (year 2033),  Design Load: HS 20,  Features Intersected: EVERHART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.421,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701023,  Location: 2.3 MI E OF SH 286 (Lat: 27.721519,  Lng: -97.398661),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 63,120 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 88,370 (year 2033),  Design Load: HS 20,  Features Intersected: WEBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.814,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701024,  Location: 0.5 MI W OF FM 43 (Lat: 27.725039,  Lng: -97.405858),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 63,120 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 88,370 (year 2033),  Design Load: HS 20,  Features Intersected: CARROLL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.009,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701025,  Location: 1.0 MI E OF SH 286 (Lat: 27.728475,  Lng: -97.412953),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 52,340 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 75,240 (year 2030),  Design Load: HS 20,  Features Intersected: KOSTORYZ RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.203,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701034,  Location: 0.79 MI W OF SH 286 (Lat: 27.742569,  Lng: -97.441606),  Route carried "on" structure: State highway 358,  Year Built: 1982,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 73,724 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 87,200 (year 2033),  Design Load: HS 20,  Features Intersected: GREENWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.984,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 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: 30.5m (100.1ft),  Curb-To-Curb Width: 41.7m (136.8ft),  Out-to-Out Width: 43.3m (142.1ft)

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

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Structure Number: 161780061701039,  Location: 2.0 MI E OF FM 43 (Lat: 27.707597,  Lng: -97.370075),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 43,210 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,500 (year 2033),  Design Load: HS 20,  Features Intersected: STAPLES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.031,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16178006170104,  Location: 1.0 MI E OF FM 43 (Lat: 27.714667,  Lng: -97.384333),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 43,210 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 60,500 (year 2033),  Design Load: HS 20,  Features Intersected: EVERHART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.421,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701041,  Location: 2.3 MI E OF SH 286 (Lat: 27.721606,  Lng: -97.398597),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 63,120 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 88,370 (year 2033),  Design Load: HS 20,  Features Intersected: WEBER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.814,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701042,  Location: 0.50 MI W OF FM 43 (Lat: 27.725131,  Lng: -97.405800),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 52,340 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 75,240 (year 2030),  Design Load: HS 20,  Features Intersected: CARROLL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.009,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161780061701043,  Location: 1.0 MI W OF FM 43 (Lat: 27.728572,  Lng: -97.412883),  Route carried "on" structure: State highway 358,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 63,120 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 88,370 (year 2033),  Design Load: HS 20,  Features Intersected: KOSTORYZ RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.203,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 161780061701044,  Location: 1.00 MI W OF SH 286 (Lat: 27.744072,  Lng: -97.444761),  Route carried "on" structure: State highway 358,  Year Built: 1982,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 67,405 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 87,200 (year 2033),  Design Load: HS 20,  Features Intersected: AIRPORT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.643,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 72.2m (236.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

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

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Structure Number: 161780061701045,  Location: 0.2 MI E OF FM 665 (Lat: 27.753964,  Lng: -97.458031),  Route carried "on" structure: State highway 358,  Year Built: 1982,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 67,405 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 87,200 (year 2033),  Design Load: HS 20,  Features Intersected: WEST OSO DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.992,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.2m (250.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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 48 months,  Inspection Date: July 2020

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Structure Number: 161780061701049,  Location: 5.90 MI E OF FM 43 (Lat: 27.680961,  Lng: -97.314675),  Route carried "on" structure: State highway 358,  Year Built: 1986,  Status: Open,  Structure Length: 59.71m (195.90ft),  Average Daily Traffic: 22,910 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,080 (year 2033),  Design Load: HS 20,  Features Intersected: CAYO DEL OSO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.278,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.71m (195.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,817,000,  Roadway Improvement Cost: $682,000,  Total Project Cost: $10,226,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16178006170105,  Location: 5.90 MI E OF FM 43 (Lat: 27.679914,  Lng: -97.311883),  Route carried "on" structure: State highway 358,  Year Built: 1986,  Status: Open,  Structure Length: 59.71m (195.90ft),  Average Daily Traffic: 22,910 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,080 (year 2033),  Design Load: HS 20,  Features Intersected: CAYO DEL OSO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.278,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.71m (195.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $4,408,000,  Roadway Improvement Cost: $441,000,  Total Project Cost: $6,612,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 161780061701051,  Location: 5.3 MI E OF FM 43 (Lat: 27.685269,  Lng: -97.323119),  Route carried "on" structure: State highway 358,  Year Built: 1986,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 45,830 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,160 (year 2033),  Design Load: HS 20,  Features Intersected: PAUL JONES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.282,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 30 degrees,  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: 34.5m (113.2ft),  Out-to-Out Width: 36.0m (118.1ft)

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

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Structure Number: 161780061701052,  Location: 5.1 MI E OF FM 43 (Lat: 27.686706,  Lng: -97.326294),  Route carried "on" structure: State highway 358,  Year Built: 1986,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 45,830 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,160 (year 2033),  Design Load: HS 20,  Features Intersected: WILLIAMS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.960,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 62.2m (204.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 90.8m (297.9ft)

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 48 months,  Inspection Date: July 2020

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Structure Number: 161780061701053,  Location: 4.8 MI E OF FM 43 (Lat: 27.688494,  Lng: -97.330283),  Route carried "on" structure: State highway 358,  Year Built: 1986,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 45,830 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 64,160 (year 2033),  Design Load: HS 20,  Features Intersected: ENNIS JOSLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.477,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.0m (118.1ft)

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

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Structure Number: 161780061701054,  Location: 4.0 MI E OF FM 43 (Lat: 27.693419,  Lng: -97.341467),  Route carried "on" structure: State highway 358,  Year Built: 1986,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 34,173 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 85,320 (year 2033),  Design Load: HS 20,  Features Intersected: RODD FIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.249,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 34.5m (113.2ft),  Out-to-Out Width: 36.0m (118.1ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 161780061701055,  Location: 3.6 MI E OF FM 43 (Lat: 27.696078,  Lng: -97.346814),  Route carried "on" structure: State highway 358,  Year Built: 1986,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 60,940 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 85,320 (year 2033),  Design Load: HS 20,  Features Intersected: NILE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.646,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.7m (120.4ft)

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

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Structure Number: 161780061701058,  Location: 1.65 MI W OF SH 286 (Lat: 27.749531,  Lng: -97.453769),  Route carried "on" structure: State highway 358,  Year Built: 1990,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 31,140 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,600 (year 2033),  Design Load: HS 20,  Features Intersected: WEST POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.590,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.7m (58.1ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $735,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,103,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701059,  Location: 1.65 MI W OF SH 286 (Lat: 27.749619,  Lng: -97.453614),  Route carried "on" structure: State highway 358,  Year Built: 1990,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 31,140 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,600 (year 2033),  Design Load: HS 20,  Features Intersected: WEST POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.590,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 19.0m (62.3ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16178006170106,  Location: 2.5 MI NW OF SH 286 (Lat: 27.755922,  Lng: -97.460100),  Route carried "on" structure: State highway 358,  Year Built: 1990,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 33,090 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,330 (year 2033),  Design Load: HS 20,  Features Intersected: FM 665 (OLD BROWNSVILLE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.601,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.7m (64.6ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.14m (26.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701061,  Location: 2.5 MI NW OF SH 286 (Lat: 27.756028,  Lng: -97.459961),  Route carried "on" structure: State highway 358,  Year Built: 1990,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 33,090 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,330 (year 2033),  Design Load: HS 20,  Features Intersected: FM 665 (OLD BROWNSVILLE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.642,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.14m (26.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $591,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $887,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701062,  Location: 0.75 MI NW OF FM 665 (Lat: 27.764111,  Lng: -97.467975),  Route carried "on" structure: State highway 358,  Year Built: 1990,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 33,090 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,330 (year 2033),  Design Load: HS 20,  Features Intersected: BEAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.448,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.51m (31.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $988,000,  Roadway Improvement Cost: $247,000,  Total Project Cost: $1,235,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701063,  Location: 0.75 MI NW OF FM 665 (Lat: 27.764122,  Lng: -97.467769),  Route carried "on" structure: State highway 358,  Year Built: 1990,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 33,090 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,330 (year 2033),  Design Load: HS 20,  Features Intersected: BEAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.448,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.45m (31.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161780061701064,  Location: 0.1 MI S OF BATES (Lat: 27.769475,  Lng: -97.468778),  Route carried "on" structure: State highway 358,  Year Built: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 66,190 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 92,660 (year 2033),  Design Load: HS 20,  Features Intersected: BALDWIN OUTFALL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.804,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 65.8m (215.9ft),  Skew: 39 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: 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 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $48,000