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

Find on map >>   Show street view

Structure Number: 121020011006103,  Location: 0.5 MI N OF WEST RD (Lat: 29.919683,  Lng: -95.412683),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45 SB ML
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 56.826,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006104,  Location: 0.5 MI N OF WEST RD (Lat: 29.917167,  Lng: -95.412614),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 41.12m (134.91ft),  Average Daily Traffic: 23,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,450 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 ROW
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 56.826,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.5m (24.6ft)

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

Find on map >>   Show street view

Structure Number: 121020011006105,  Location: 0.5 MI N OF WEST RD (Lat: 29.919642,  Lng: -95.412331),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,000 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45 NB ML
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 56.826,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

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

Find on map >>   Show street view

Structure Number: 121020011006106,  Location: 6.0 MI N OF IH 610 (Lat: 29.889089,  Lng: -95.412181),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 123,980 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 163,060 (year 2033),  Design Load: HS 20,  Features Intersected: GULF BANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.767,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.6m (77.4ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006107,  Location: 6.0 MI N OF IH 610 (Lat: 29.889081,  Lng: -95.412019),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 118,630 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 163,060 (year 2033),  Design Load: HS 20,  Features Intersected: GULF BANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.767,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.6m (77.4ft)

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

Find on map >>   Show street view

Structure Number: 121020011006108,  Location: 2.0 MI N OF SPUR 261 (Lat: 29.898211,  Lng: -95.412364),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 123,980 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 163,060 (year 2033),  Design Load: HS 20,  Features Intersected: SH 249
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.816,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.6m (77.4ft)

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: 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

Find on map >>   Show street view

Structure Number: 121020011006109,  Location: 2.0 MI N OF SPUR 261 (Lat: 29.898214,  Lng: -95.412158),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 118,630 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 163,060 (year 2033),  Design Load: HS 20,  Features Intersected: SH 249
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.816,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  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: 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

Find on map >>   Show street view

Structure Number: 12102001100611,  Location: 8.0 MI N OF IH 610 (Lat: 29.914744,  Lng: -95.412725),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 111,528 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,290 (year 2033),  Design Load: HS 20,  Features Intersected: WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.692,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.6m (77.4ft)

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

Find on map >>   Show street view

Structure Number: 121020011006111,  Location: 8.0 MI N OF IH 610 (Lat: 29.914750,  Lng: -95.412433),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 132,127 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,290 (year 2033),  Design Load: HS 20,  Features Intersected: WEST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.692,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.6m (77.4ft)

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

Find on map >>   Show street view

Structure Number: 121020011006112,  Location: 0.6 MI S OF BELTWAY 8 (Lat: 29.931436,  Lng: -95.412058),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 111,528 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,290 (year 2033),  Design Load: HS 20,  Features Intersected: FM 525 (ALDINE BENDER)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.509,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 38.5m (126.3ft)

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: 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

Find on map >>   Show street view

Structure Number: 121020011006113,  Location: 0.6 MI S OF BELTWAY 8 (Lat: 29.931461,  Lng: -95.411700),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 132,127 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,290 (year 2033),  Design Load: HS 20,  Features Intersected: FM 525 (ALDINE BENDER)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.509,  Lanes on structure: 5,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.2m (89.2ft)

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: 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

Find on map >>   Show street view

Structure Number: 121020011006114,  Location: 0.6 MI S OF BELTWAY 8 (Lat: 29.931464,  Lng: -95.411472),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 23,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,450 (year 2033),  Design Load: HS 20,  Features Intersected: FM 525 (ALDINE BENDER)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.509,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

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

Find on map >>   Show street view

Structure Number: 121020011006115,  Location: 1.1 MI S OF WEST RD (Lat: 29.899478,  Lng: -95.412383),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 111,528 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,290 (year 2033),  Design Load: HS 20,  Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.948,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable 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

Find on map >>   Show street view

Structure Number: 121020011006141,  Location: 1.8 MI N OF BWY 8 (Lat: 29.965214,  Lng: -95.418650),  Route carried "on" structure: Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 134,181 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 190,070 (year 2033),  Design Load: HS 20,  Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.365,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.8m (97.8ft)

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

Find on map >>   Show street view

Structure Number: 121020011006142,  Location: 1.8 MI N OF BWY 8 (Lat: 29.965206,  Lng: -95.419161),  Route carried "on" structure: Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 271,520 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 380,140 (year 2033),  Design Load: HS 20,  Features Intersected: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.365,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.4m (106.3ft)

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

Find on map >>   Show street view

Structure Number: 12102001100615,  Location: 0.7 MI E OF GREENS CROSS (Lat: 29.940883,  Lng: -95.413094),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 17.01m (55.81ft),  Average Daily Traffic: 44,028 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 83,500 (year 2028),  Design Load: HS 20,  Features Intersected: IH 45 NB OFF-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.682,  Lanes on structure: 1,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006151,  Location: .7 MI E OF GREENS CROSSIN (Lat: 29.940494,  Lng: -95.414353),  Route carried "on" structure: State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 54.25m (177.99ft),  Average Daily Traffic: 89,970 (year 2008),  Average Future Daily Traffic: 171,820 (year 2028),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 9.188,  Lanes on structure: 3,  Lanes under structure: 18,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006152,  Location: .7 MI E OF GREENS CROSSIN (Lat: 29.940678,  Lng: -95.414356),  Route carried "on" structure: State highway 8,  Year Built: 1989,  Status: Open,  Structure Length: 54.25m (177.99ft),  Average Daily Traffic: 89,970 (year 2008),  Average Future Daily Traffic: 171,820 (year 2028),  Design Load: HS 20,  Features Intersected: IH 45
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 9.188,  Lanes on structure: 3,  Lanes under structure: 18,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.2m (59.7ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006283,  Location: IH 45 & BW 8 INTERCHANGE (Lat: 29.940317,  Lng: -95.413431),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 17.13m (56.20ft),  Average Daily Traffic: 23,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,450 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 EBFR & WBFR
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 59.460,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006284,  Location: 0.7 MI N OF BW 8 (Lat: 29.949183,  Lng: -95.416867),  Route carried "on" structure: Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 278,232 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 380,140 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.750,  Lanes on structure: 10,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 52.4m (171.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 70.4m (231.0ft),  Curb-To-Curb Width: 52.6m (172.6ft),  Out-to-Out Width: 54.8m (179.8ft)

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

Find on map >>   Show street view

Structure Number: 121020011006285,  Location: 0.50 MI S GREENS BAYOU (Lat: 29.949117,  Lng: -95.417528),  Route carried "on" structure: ServiceOther road 45,  Year Built: 1997,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 18,170 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,440 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 60.750,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 45.1m (148.0ft)

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

Find on map >>   Show street view

Structure Number: 121020011006286,  Location: 0.50 MI S GREENS BAYOU (Lat: 29.948997,  Lng: -95.416283),  Route carried "on" structure: ServiceOther road 45,  Year Built: 1997,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 29,930 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,910 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS RD
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 60.750,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 44.3m (145.3ft)

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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006287,  Location: 1.15 MI N OF BWY 8 (Lat: 29.956850,  Lng: -95.418267),  Route carried "on" structure: Interstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 129,246 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 190,070 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.376,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.4m (96.5ft)

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

Find on map >>   Show street view

Structure Number: 121020011006288,  Location: 1.15 MI N OF BW 8 (Lat: 29.956856,  Lng: -95.418047),  Route carried "on" structure: Interstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 134,181 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 380,140 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.376,  Lanes on structure: 6,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.4m (119.4ft)

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

Find on map >>   Show street view

Structure Number: 121020011006289,  Location: 1.15 MI N OF BW 8 (Lat: 29.956867,  Lng: -95.417533),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 18,170 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,440 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.376,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $16,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 12102001100629,  Location: 1.15 MI N OF BELTWAY 8 (Lat: 29.956881,  Lng: -95.418767),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 29,930 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,910 (year 2033),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.376,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006291,  Location: IH 45 & BW 8 INTERCHANGE (Lat: 29.940408,  Lng: -95.416494),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1997,  Status: Open,  Structure Length: 210.07m (689.21ft),  Average Daily Traffic: 11,007 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,940 (year 2028),  Design Load: HS 20,  Features Intersected: BW 8 & IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.579,  Lanes on structure: 2,  Lanes under structure: 39,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 48,  Length of Maximum Span: 87.2m (286.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006292,  Location: IH 45 & BW 8 INTERCHANGE (Lat: 29.949139,  Lng: -95.417397),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 162.73m (533.89ft),  Average Daily Traffic: 27,150 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,010 (year 2033),  Design Load: HS 20,  Features Intersected: IH 45 SBFR & BW 8 WBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.692,  Lanes on structure: 2,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 29,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006384,  Location: IH 45 & BW 8 INTERCHANGE (Lat: 29.937956,  Lng: -95.412378),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2003,  Status: Open,  Structure Length: 114.48m (375.59ft),  Average Daily Traffic: 23,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,450 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 & IH 45
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 58.929,  Lanes on structure: 1,  Lanes under structure: 25,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 19,  Length of Maximum Span: 93.9m (308.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 121020011006385,  Location: IH 45 & BW 8 INTERCHANGE (Lat: 29.942914,  Lng: -95.415158),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 2003,  Status: Open,  Structure Length: 59.80m (196.19ft),  Average Daily Traffic: 23,180 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,450 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 & IH 45
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 58.921,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 3,  Length of Maximum Span: 88.4m (290.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

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

Find on map >>   Show street view

Structure Number: 121020011101002,  Location: 3.0 MI S OF IH 610 (Lat: 29.634075,  Lng: -95.411489),  Route carried "on" structure: State highway 521,  Year Built: 1925,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 19,672 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,170 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.932,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.0m (95.1ft)

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

Find on map >>   Show street view

Structure Number: 121020011101064,  Location: 0.7 MI S OF IH 610 (Lat: 29.670744,  Lng: -95.396983),  Route carried "on" structure: State highway 521,  Year Built: 1985,  Status: Open,  Structure Length: 28.59m (93.80ft),  Average Daily Traffic: 26,594 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,060 (year 2033),  Features Intersected: HOLMES RD & BNSF RR
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 18.102,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 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

Find on map >>   Show street view

Structure Number: 121020011101284,  Location: 2.3 Miles West Of SH 288 (Lat: 29.596761,  Lng: -95.425419),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Status: Open,  Structure Length: 15.15m (49.70ft),  Average Daily Traffic: 12,040 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,860 (year 2031),  Design Load: HS 20,  Features Intersected: FM 521 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.771,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.15m (49.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 121020011101285,  Location: 2.3 Miles West Of SH 288 (Lat: 29.597561,  Lng: -95.425103),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Status: Open,  Structure Length: 15.15m (49.70ft),  Average Daily Traffic: 11,790 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,510 (year 2035),  Design Load: HS 20,  Features Intersected: FM 521 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.740,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.15m (49.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 121020011101334,  Location: 2.3 MI W OF SH 288 (Lat: 29.597219,  Lng: -95.425167),  Route carried "on" structure: Other road 8,  Year Built: 1997,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 16.34m (53.61ft),  Average Daily Traffic: 8,805 (year 2012),  Truck Traffic: 22%,  Average Future Daily Traffic: 40,000 (year 2032),  Design Load: HS 20,  Features Intersected: FM 521 & UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.726,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 43.5m (142.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.98m (55.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $523,000,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 121020011101335,  Location: 4.5 MI S OF IH 610 (Lat: 29.619008,  Lng: -95.417492),  Route carried "on" structure: State highway 521,  Year Built: 2008,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 19,672 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,170 (year 2033),  Design Load: HS 20,  Features Intersected: SIMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.155,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.7m (84.3ft)

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

Find on map >>   Show street view

Structure Number: 121020011412174,  Location: 2.35 MI SE OF FM 2920 (Lat: 30.047206,  Lng: -95.873700),  Route carried "on" structure: US 290,  Year Built: 1998,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 46,273 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 56,280 (year 2033),  Design Load: HS 20,  Features Intersected: KICKAPOO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.736,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.0m (124.7ft)

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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 121020011412177,  Location: 3.00 MI SE OF FM 2920 (Lat: 30.041678,  Lng: -95.865317),  Route carried "on" structure: US 290,  Year Built: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 46,273 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 60,710 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.682,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.5m (4.9ft)

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: December 2020

Find on map >>   Show street view

Structure Number: 121020011412179,  Location: 0.15 MI E OF HEGAR RD (Lat: 30.031283,  Lng: -95.841378),  Route carried "on" structure: US 290,  Year Built: 1998,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 46,273 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,270 (year 2033),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.490,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 46.6m (152.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft)

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

Find on map >>   Show street view

Structure Number: 12102001141218,  Location: 5.40 MI SE OF FM 2920 (Lat: 30.022408,  Lng: -95.831572),  Route carried "on" structure: US 290,  Year Built: 1998,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 46,273 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,270 (year 2033),  Design Load: HS 20,  Features Intersected: BADTKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.758,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 37.9m (124.3ft)

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