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

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Structure Number: 121020011005153,  Location: 0.6 MI S OF FM 2920 (Lat: 30.066864,  Lng: -95.434442),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 29,250 (year 2016),  Average Future Daily Traffic: 35,100 (year 2036),  Design Load: HS 20,  Features Intersected: IH 45,  Facility Carried by Structure: LOUETTA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.370,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

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

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Structure Number: 121020011005154,  Location: 3.8 MI S OF FM 2920 (Lat: 30.021000,  Lng: -95.428525),  Route carried "on" structure: Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 116,090 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 162,530 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1960
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.608,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005155,  Location: 3.8 MI S OF FM 2920 (Lat: 30.021139,  Lng: -95.429417),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 31,480 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,080 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1960 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.608,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.2m (82.7ft)

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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005156,  Location: 3.8 MI S OF FM 2920 (Lat: 30.021442,  Lng: -95.428278),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 29,970 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,960 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1960 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.632,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005157,  Location: 0.5 MI N OF FM 1960 (Lat: 30.028581,  Lng: -95.429775),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 1,136 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 2030),  Design Load: HS 20,  Features Intersected: IH 45,  Facility Carried by Structure: PARRAMATTA/HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 15,  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: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 25.9m (85.0ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.72m (45.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005158,  Location: 1.0 MI N OF FM 1960 (Lat: 30.035244,  Lng: -95.428950),  Route carried "on" structure: Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 92,052 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.175,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 33.0m (108.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005159,  Location: 1.0 MI N OF FM 1960 (Lat: 30.035369,  Lng: -95.428719),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 36,720 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,410 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.182,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.36m (33.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102001100516,  Location: 1.80 MI N OF FM 1960 (Lat: 30.047367,  Lng: -95.430464),  Route carried "on" structure: Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 92,052 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: SENGER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.029,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.8m (71.5ft)

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 Cast-file-Place

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Structure Number: 121020011005161,  Location: 1.80 MI N OF FM 1960 (Lat: 30.047394,  Lng: -95.430383),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 36,720 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,410 (year 2033),  Design Load: HS 20,  Features Intersected: SENGER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.551,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 21.1m (69.2ft)

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: 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 Cast-file-Place

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Structure Number: 121020011005162,  Location: 1.80 MI N OF FM 1960 (Lat: 30.047531,  Lng: -95.431275),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 25,480 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,670 (year 2033),  Design Load: HS 20,  Features Intersected: SENGER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.518,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.8m (81.4ft)

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

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Structure Number: 121020011005163,  Location: 2 MI S OF FM 1960 (Lat: 29.997592,  Lng: -95.425175),  Route carried "on" structure: Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 116,090 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 162,530 (year 2033),  Design Load: HS 20,  Features Intersected: RICHEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.903,  Lanes on structure: 5,  Lanes under structure: 10,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $536,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005164,  Location: 0.8 MI S OF FM 1960 (Lat: 30.009078,  Lng: -95.427550),  Route carried "on" structure: Interstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 58.06m (190.49ft),  Average Daily Traffic: 1 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1 (year 2036),  Design Load: HS 20,  Features Intersected: IH 45 ML & ROW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 15,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005172,  Location: 1.34 MI N OF GREENS BAYOU (Lat: 29.974694,  Lng: -95.421239),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 62.42m (204.79ft),  Average Daily Traffic: 14,677 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,000 (year 2028),  Design Load: HS 20,  Features Intersected: IH 45 SBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.004,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 19,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011005173,  Location: 1.34 MI N OF GREENS BAYOU (Lat: 29.974117,  Lng: -95.424878),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 27.22m (89.30ft),  Average Daily Traffic: 14,677 (year 2010),  Average Future Daily Traffic: 15,000 (year 2028),  Design Load: HS 20,  Features Intersected: IH 45 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.004,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

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: 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

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Structure Number: 121020011005175,  Location: 0.60 MI N OF FM 2920 (Lat: 30.083119,  Lng: -95.436211),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 2002,  Status: Open,  Structure Length: 22.43m (73.59ft),  Average Daily Traffic: 14,570 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,390 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR & SPRING STUEBNER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.551,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005176,  Location: 0.60 MI N OF FM 2920 (Lat: 30.084058,  Lng: -95.436550),  Route carried "on" structure: Interstate 45,  Year Built: 2002,  Status: Open,  Structure Length: 23.80m (78.08ft),  Average Daily Traffic: 168,216 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 289,210 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR & SPRING STUEBNER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.559,  Lanes on structure: 10,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 49.7m (163.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 49.7m (163.1ft),  Out-to-Out Width: 51.1m (167.7ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005177,  Location: 0.60 MI N OF FM 2920 (Lat: 30.085203,  Lng: -95.436761),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 2002,  Status: Open,  Structure Length: 22.43m (73.59ft),  Average Daily Traffic: 15,880 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,240 (year 2033),  Design Load: HS 20,  Features Intersected: UPRR & SPRING STUEBNER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.580,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.3m (46.9ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005179,  Location: 3.75 MI N OF FM 1960 (Lat: 30.074475,  Lng: -95.435753),  Route carried "on" structure: Interstate 45,  Year Built: 2004,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 92,052 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: FM 2920 (SPRING CYPRESS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.575,  Lanes on structure: 6,  Lanes under structure: 10,  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: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 25.4m (83.3ft)

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

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Structure Number: 12102001100518,  Location: 3.75 MI N OF FM 1960 (Lat: 30.075167,  Lng: -95.436369),  Route carried "on" structure: Interstate 45,  Year Built: 2002,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 85,978 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: FM 2920 (SPRING CYPRESS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.567,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 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: 28.5m (93.5ft),  Out-to-Out Width: 33.0m (108.3ft)

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

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Structure Number: 121020011005182,  Location: 2.20 MI N OF FM 1960 (Lat: 30.052317,  Lng: -95.431550),  Route carried "on" structure: Interstate 45,  Year Built: 1996,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 92,052 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESSWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.050,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.6m (84.0ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005192,  Location: 2 MI S OF FM 1960 (Lat: 29.998067,  Lng: -95.425833),  Route carried "on" structure: Interstate 45,  Year Built: 1997,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 232,190 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 325,070 (year 2033),  Design Load: HS 20,  Features Intersected: RICHEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.903,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $536,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005194,  Location: 0.30 MI N OF FM 2920 (Lat: 30.079189,  Lng: -95.436322),  Route carried "on" structure: Interstate 45,  Year Built: 2002,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 168,216 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 198,800 (year 2030),  Design Load: HS 20,  Features Intersected: WUNSCHE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.108,  Lanes on structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 82.3m (270.0ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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: 121020011005195,  Location: 1.80 MI W OF FM 1960 (Lat: 30.047494,  Lng: -95.431003),  Route carried "on" structure: Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 84,908 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: SENGER GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.539,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to 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

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Structure Number: 121020011005196,  Location: 1.0 MI N OF FM 1960 (Lat: 30.036200,  Lng: -95.429489),  Route carried "on" structure: Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 84,908 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,160 (year 2033),  Design Load: HS 20,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.164,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.03m (36.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1210200110052,  Location: 3.8 MI S OF FM 2920 (Lat: 30.021619,  Lng: -95.429169),  Route carried "on" structure: Interstate 45,  Year Built: 1998,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 84,908 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 162,530 (year 2033),  Design Load: HS 20,  Features Intersected: FM 1960
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.608,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 33.1m (108.6ft)

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

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Structure Number: 121020011005387,  Location: AT JCT IH 45 AND SH 99 (Lat: 30.092192,  Lng: -95.435264),  Route carried "on" structure: ServiceState highway 99,  Year Built: 2016,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,000 (year 2036),  Design Load: HL 93,  Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.424,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 25.3m (83.0ft)

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

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Structure Number: 121020011005388,  Location: AT JCT SH 99 AND IH 45 (Lat: 30.093114,  Lng: -95.435250),  Route carried "on" structure: ServiceState highway 99,  Year Built: 2016,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 4,000 (year 2016),  Average Future Daily Traffic: 6,000 (year 2036),  Design Load: HL 93,  Features Intersected: IH 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.424,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 27.0m (88.6ft)

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

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Structure Number: 121020011005389,  Location: AT JCT IH 45 AND SH 99 (Lat: 30.092503,  Lng: -95.435278),  Route carried "on" structure: ServiceState highway 99,  Year Built: 2016,  Status: Open,  Structure Length: 46.24m (151.71ft),  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2036),  Design Load: HL 93,  Features Intersected: IH 45
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 64.943,  Lanes on structure: 2,  Lanes under structure: 19,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 12102001100539,  Location: AT JCT IH 45 AND SH 99 (Lat: 30.092769,  Lng: -95.435253),  Route carried "on" structure: ServiceState highway 99,  Year Built: 2016,  Status: Open,  Structure Length: 49.62m (162.80ft),  Average Daily Traffic: 4,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2036),  Design Load: HL 93,  Features Intersected: IH 45
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 65.410,  Lanes on structure: 2,  Lanes under structure: 19,  Toll: On toll road,  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: 14,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.6m (47.9ft)

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

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Structure Number: 121020011005391,  Location: AT JCT IH 45 AND SH 99 (Lat: 30.095411,  Lng: -95.435972),  Route carried "on" structure: Ramp State highway 99,  Year Built: 2016,  Status: Open,  Structure Length: 92.05m (302.00ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2036),  Design Load: HL 93,  Features Intersected: IH45 SB; SH 99 WB FR; RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.167,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005392,  Location: 0.5 MI S OF FM 1960 (Lat: 30.013911,  Lng: -95.428481),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 17.62m (57.81ft),  Average Daily Traffic: 1 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1 (year 2036),  Design Load: HS 20,  Features Intersected: IH 45 SB ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011005393,  Location: 0.6 MI S OF FM 1960 (Lat: 30.012417,  Lng: -95.427806),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1995,  Status: Open,  Structure Length: 17.62m (57.81ft),  Average Daily Traffic: 1 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 1 (year 2036),  Design Load: HS 20,  Features Intersected: IH 45 NB ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011006075,  Location: 1.8 MI S OF BELTWAY 8 (Lat: 29.915453,  Lng: -95.412906),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25,310 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,090 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.700,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft)

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

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Structure Number: 121020011006092,  Location: IH 45 ML (Lat: 29.940442,  Lng: -95.413861),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 221,319 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 324,590 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 EBFR & WBFR
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 59.460,  Lanes on structure: 9,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 52.1m (170.9ft),  Out-to-Out Width: 53.6m (175.9ft)

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: 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 Cast-file-Place

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Structure Number: 121020011006093,  Location: 8.5 MI N OF IH 610 (Lat: 29.936769,  Lng: -95.412300),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 221,319 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 324,590 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.090,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 106.7m (350.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 121020011006095,  Location: BW 8 WB TO IH 45 SB (Lat: 29.939731,  Lng: -95.412769),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1996,  Status: Open,  Structure Length: 50.72m (166.40ft),  Average Daily Traffic: 11,007 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 83,500 (year 2028),  Design Load: HS 20,  Features Intersected: IH 45 ML
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 9.646,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 78.9m (258.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Fair,  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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020011006098,  Location: IH 45 NB TO BW 8 EB (Lat: 29.938306,  Lng: -95.412644),  Route carried "on" structure: Ramp Interstate 45,  Year Built: 1986,  Status: Open,  Structure Length: 33.41m (109.61ft),  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 NBFR & BW 8 EBFR
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 59.291,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210200110061,  Location: 1.1 MI S OF WEST RD (Lat: 29.899461,  Lng: -95.412164),  Route carried "on" structure: Interstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 132,127 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 162,290 (year 2033),  Design Load: HS 20,  Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.948,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  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

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Structure Number: 121020011006101,  Location: 1.1 MI S OF WEST RD (Lat: 29.899461,  Lng: -95.411858),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 15,540 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,750 (year 2033),  Design Load: HS 20,  Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.948,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020011006102,  Location: 1.1 MI S OF WEST RD (Lat: 29.899492,  Lng: -95.412708),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1989,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 34,490 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,290 (year 2033),  Design Load: HS 20,  Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.948,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Precast Panels