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

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Structure Number: 120850005103039,  Location: 1.50 MI SE OF FM 518 (Lat: 29.490492,  Lng: -95.079286),  Route carried "on" structure: State highway 3,  Year Built: 1971,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 14,051 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,630 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.739,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

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

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Structure Number: 120850005108034,  Location: 0.30 MI S OF IH 45 (Lat: 29.284450,  Lng: -94.835889),  Route carried "on" structure: Spur State highway 342,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,170 (year 2033),  Design Load: HS 20,  Features Intersected: OFFATTS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.091,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12085000510805,  Location: 0.30 MI S OF IH 45 (Lat: 29.284544,  Lng: -94.835711),  Route carried "on" structure: Spur State highway 342,  Year Built: 1967,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 14,774 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,170 (year 2033),  Design Load: HS 20,  Features Intersected: OFFATTS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.091,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850036706026,  Location: 1.30 MI N OF SEAWALL BLVD (Lat: 29.327611,  Lng: -94.773144),  Route carried "on" structure: State highway 87,  Year Built: 1980,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 4,230 (year 2020),  Average Future Daily Traffic: 2,730 (year 2031),  Design Load: HS 20,  Features Intersected: GALVESTON BAY
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.619,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: Febuary 2018,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Open Grating

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Structure Number: 120850036706031,  Location: 1.3 MI N OF SEAWALL BLVD (Lat: 29.326708,  Lng: -94.773247),  Route carried "on" structure: State highway 87,  Year Built: 2006,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 4,230 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,130 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: GALVESTON BAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.619,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: Febuary 2018,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $489,000,  Deck Structure Type: Open Grating

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Structure Number: 120850036706033,  Location: 1.3 MI N OF SEAWALL BLVD (Lat: 29.327125,  Lng: -94.773131),  Route carried "on" structure: State highway 87,  Year Built: 2006,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 4,230 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,130 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: GALVESTON BAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.619,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: Febuary 2018,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Open Grating

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Structure Number: 120850050001123,  Location: 1.55 MI W OF SP 342 (Lat: 29.285456,  Lng: -94.862753),  Route carried "on" structure: Interstate 45,  Year Built: 1965,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 29,774 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,820 (year 2033),  Design Load: HS 20,  Features Intersected: FM 188
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.979,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850050001124,  Location: 1.55 MI W OF SP 342 (Lat: 29.285194,  Lng: -94.863322),  Route carried "on" structure: Interstate 45,  Year Built: 1965,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 27,010 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,820 (year 2033),  Design Load: HS 20,  Features Intersected: FM 188
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.979,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850050001194,  Location: 1.50 MI E OF FM 188 (Lat: 29.288428,  Lng: -94.838492),  Route carried "on" structure: Interstate 45,  Year Built: 1976,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 14,490 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,290 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 342
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.452,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

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: Meets minimum limits,  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: 120850050001204,  Location: 0.80 MI NE OF FM 188 (Lat: 29.288614,  Lng: -94.850350),  Route carried "on" structure: Interstate 45,  Year Built: 1965,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 29,774 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,820 (year 2033),  Design Load: HS 20,  Features Intersected: 71ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.687,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 120850050001205,  Location: 0.80 MI NE OF FM 188 (Lat: 29.288442,  Lng: -94.850319),  Route carried "on" structure: Interstate 45,  Year Built: 1965,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 27,222 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,820 (year 2033),  Design Load: HS 20,  Features Intersected: 71ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.692,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 120850050001206,  Location: 1.50 MI E OF FM 188 (Lat: 29.288489,  Lng: -94.837900),  Route carried "on" structure: Interstate 45,  Year Built: 1976,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 14,490 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,290 (year 2033),  Design Load: HS 20,  Features Intersected: SPUR 342
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.452,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850050001373,  Location: 3.70 MI SE OF SH 6 (Lat: 29.291261,  Lng: -94.876528),  Route carried "on" structure: Interstate 45,  Year Built: 2006,  Status: Open,  Structure Length: 261.88m (859.19ft),  Average Daily Traffic: 34,360 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,100 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: GALVESTON BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.556,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 59,  Length of Maximum Span: 106.7m (350.1ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850359501001,  Location: 2.50 MI E OF IH 45 (Lat: 29.298689,  Lng: -94.829306),  Route carried "on" structure: State highway 275,  Year Built: 1985,  Status: Open,  Structure Length: 29.84m (97.90ft),  Average Daily Traffic: 15,757 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,920 (year 2033),  Design Load: HS 20,  Features Intersected: UP RR & OLD PORT INDU RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.951,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850359501002,  Location: 2.60 MI E OF IH 45 (Lat: 29.299658,  Lng: -94.821078),  Route carried "on" structure: State highway 275,  Year Built: 1985,  Status: Open,  Structure Length: 55.93m (183.50ft),  Average Daily Traffic: 11,822 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,800 (year 2033),  Design Load: HS 20,  Features Intersected: UP AND BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.260,  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: 17,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.4m (70.2ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850B00039214,  Location: 0.3 Mi NW of Stewart Rd (Lat: 29.231572,  Lng: -95.911525),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 199 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 279 (year 2038),  Features Intersected: MENBELL BAYOU,  Facility Carried by Structure: 10 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.491,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 10.1m (33.1ft)

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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850B00270079,  Location: 0.2 MI E OF SEAWALL BLVD (Lat: 29.624861,  Lng: -95.001583),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 820 (year 2011),  Average Future Daily Traffic: 900 (year 2031),  Design Load: HS 20,  Features Intersected: CLOUD BAYOU,  Facility Carried by Structure: BODDEKER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: 120850B00270215,  Location: 0.2 Mi E of Seawall Blvd (Lat: 29.334311,  Lng: -94.749775),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 2040),  Features Intersected: The Lagoon,  Facility Carried by Structure: Boddeker Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

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

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Structure Number: 120850B00304216,  Location: 0.3 Mi NW of Stewart Rd (Lat: 29.228083,  Lng: -94.917664),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 198 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 297 (year 2038),  Features Intersected: Menbell Bayou,  Facility Carried by Structure: Camino Real
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850B00531217,  Location: 0.4 Mi NW of FM 3005 (Lat: 29.137872,  Lng: -95.055169),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 91 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 136 (year 2038),  Features Intersected: Isla Del Sol Bayou,  Facility Carried by Structure: Isla Del Sol Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.604,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850B00535001,  Location: 1.0 MI W OF SPUR 342 (Lat: 29.269169,  Lng: -94.846478),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 2,980 (year 2010),  Average Future Daily Traffic: 3,000 (year 2028),  Design Load: HS 20,  Features Intersected: LAKE MADELINE,  Facility Carried by Structure: JONES DR EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 10.1m (33.1ft)),  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850B00535002,  Location: 1.0 MI W OF SPUR 342 (Lat: 29.269097,  Lng: -94.846419),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,980 (year 2010),  Average Future Daily Traffic: 3,000 (year 2028),  Features Intersected: LAKE MADELINE,  Facility Carried by Structure: JONES DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 10.1m (33.1ft)),  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: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850B00720001,  Location: AT PORT INDUSTRIAL BLVD (Lat: 29.295869,  Lng: -94.825417),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 46.39m (152.20ft),  Average Daily Traffic: 16,620 (year 2015),  Average Future Daily Traffic: 18,220 (year 2035),  Features Intersected: UPRR and City Streets,  Facility Carried by Structure: SEAWOLF PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 28,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 46.39m (152.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $99,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 120850B00790001,  Location: 1.20 MI N OF BROADWAY AVE (Lat: 29.306886,  Lng: -94.825708),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 98.72m (323.88ft),  Average Daily Traffic: 9,100 (year 2011),  Average Future Daily Traffic: 10,100 (year 2031),  Design Load: HS 20,  Features Intersected: PELICAN ISLAND CHAN,  Facility Carried by Structure: SEAWOLF PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 51,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 98.79m (324.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $4,992,000,  Roadway Improvement Cost: $1,248,000,  Total Project Cost: $6,240,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 120850B00816218,  Location: 1.05 Mi W of 8 Mile Rd (Lat: 29.258047,  Lng: -94.914542),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 25 (year 2040),  Design Load: HL 93,  Features Intersected: Gangs Bayou,  Facility Carried by Structure: Sportsman Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Owner: City or Municipal 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: 1.8m (5.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Channel: Good,  Culverts: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 120850B00825001,  Location: 0.30 MI E OF PABST RD (Lat: 29.224686,  Lng: -94.914536),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,400 (year 2011),  Average Future Daily Traffic: 2,100 (year 2031),  Features Intersected: MENBELL BYU,  Facility Carried by Structure: STEWART RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 120850B0089012,  Location: 1.0 MI W OF STEWART RD (Lat: 29.266989,  Lng: -94.873658),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 450 (year 2018),  Average Future Daily Traffic: 550 (year 2038),  Features Intersected: SYDNOR BAYOU,  Facility Carried by Structure: TRAVEL AIR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.5m (37.7ft)

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

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Structure Number: 120850050001123,  Location: 1.55 MI W OF SP 342 (Lat: 29.285456,  Lng: -94.862753),  Route carried "under" structure: State highway 188,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2013),  Truck Traffic: 11%,  Features Intersected: FM 188,  Facility Carried by Structure: IH 45 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.185,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 120850050001124,  Location: 1.55 MI W OF SP 342 (Lat: 29.285194,  Lng: -94.863322),  Route carried "under" structure: State highway 188,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,100 (year 2013),  Truck Traffic: 11%,  Features Intersected: FM 188,  Facility Carried by Structure: IH 45 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.217,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 120850050001194,  Location: 1.50 MI E OF FM 188 (Lat: 29.288317,  Lng: -94.837814),  Route carried "under" structure: Business State highway 342,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 21,670 (year 2013),  Truck Traffic: 2%,  Features Intersected: SPUR 342,  Facility Carried by Structure: IH 45 SB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.625,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 120850050001204,  Location: 0.80 MI NE OF FM 188 (Lat: 29.288614,  Lng: -94.850350),  Route carried "under" structure: City street 71,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 12%,  Features Intersected: 71ST ST,  Facility Carried by Structure: IH 45 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 17.687,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 120850050001205,  Location: 0.80 MI NE OF FM 188 (Lat: 29.288442,  Lng: -94.850319),  Route carried "under" structure: City street 71,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2013),  Truck Traffic: 12%,  Features Intersected: 71ST ST,  Facility Carried by Structure: IH 45 SB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 17.692,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 120850050001206,  Location: 1.50 MI E OF FM 188 (Lat: 29.288489,  Lng: -94.837900),  Route carried "under" structure: Business State highway 342,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 21,670 (year 2013),  Truck Traffic: 2%,  Features Intersected: SPUR 342,  Facility Carried by Structure: IH 45 NB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.658,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 120850359501001,  Location: 2.50 MI E OF IH 45 (Lat: 29.298689,  Lng: -94.829306),  Route carried "under" structure: US 275,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 30%,  Features Intersected: UPRR & Old Port Indu Rd
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 3.951,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 120850B00720001,  Location: AT PORT INDUSTRIAL BLVD (Lat: 29.295869,  Lng: -94.825417),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 5%,  Features Intersected: UPRR and City Streets,  Facility Carried by Structure: SEAWOLF PKWY
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)