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

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Structure Number: 121020098101023,  Location: 3.4 MI NE OF SH 3 (Lat: 29.563711,  Lng: -95.070892),  Route carried "on" structure: State highway 1,  Year Built: 1998,  Status: Open,  Structure Length: 42.37m (139.01ft),  Average Daily Traffic: 32,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,400 (year 2030),  Design Load: HS 20,  Features Intersected: MUD / CLEAR LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.37m (139.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $244,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325603018,  Location: 3.0 MI S OF SH 225 (Lat: 29.668661,  Lng: -95.156286),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1970,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 12,356 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,380 (year 2033),  Features Intersected: LITTLE VINCE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.148,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325603019,  Location: 3.0 MI S OF SH 225 (Lat: 29.668675,  Lng: -95.155961),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1970,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 15,860 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,210 (year 2033),  Features Intersected: LITTLE VINCE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.089,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102032560303,  Location: 4.7 MI NE OF IH 45 (S) (Lat: 29.653700,  Lng: -95.156628),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 12,356 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,210 (year 2033),  Design Load: H 20,  Features Intersected: ARMAND BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.671,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 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: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325603031,  Location: 4.7 MI NE OF IH 45 (S) (Lat: 29.653717,  Lng: -95.156150),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 17,791 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,380 (year 2033),  Design Load: H 20,  Features Intersected: ARMAND BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.671,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 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: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325603032,  Location: 3.6 MI S OF SH 225 (Lat: 29.659828,  Lng: -95.156592),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 12,356 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,210 (year 2033),  Design Load: HS 20,  Features Intersected: ARMAND RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.135,  Lanes on structure: 3,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325603033,  Location: 3.6 MI S OF SH 225 (Lat: 29.659803,  Lng: -95.155844),  Route carried "on" structure: ServiceState highway 8,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 16,700 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,380 (year 2033),  Design Load: HS 20,  Features Intersected: ARMAND RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.135,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.7m (41.7ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $6,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12102032560306,  Location: 0.30 MI NE GENOA-RED BLUF (Lat: 29.634422,  Lng: -95.166075),  Route carried "on" structure: Other road 8,  Year Built: 1987,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 29,890 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 60,120 (year 2030),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.250,  Lanes on structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2020

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Structure Number: 121020325603253,  Location: 3.1 MI NE OF IH 45 (Lat: 29.631033,  Lng: -95.169744),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,350 (year 2036),  Design Load: HS 20,  Features Intersected: GENOA - RED BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.254,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  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: 21.1m (69.2ft),  Out-to-Out Width: 21.8m (71.5ft)

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: 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

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Structure Number: 121020325603254,  Location: 3.1 MI NE OF IH 45 (Lat: 29.631025,  Lng: -95.170078),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,350 (year 2036),  Design Load: HS 20,  Features Intersected: GENOA - RED BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.254,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 4 degrees,  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: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

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: 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

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Structure Number: 121020325603268,  Location: 3.3 MI NE OF IH 45 (Lat: 29.633497,  Lng: -95.167114),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,350 (year 2036),  Design Load: HS 20,  Features Intersected: PRESTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.850,  Lanes on structure: 4,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.8m (71.5ft)

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: 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

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Structure Number: 12102032560327,  Location: 3.3 MI NE OF IH 45 (Lat: 29.633617,  Lng: -95.167289),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,350 (year 2036),  Design Load: HS 20,  Features Intersected: PRESTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.850,  Lanes on structure: 4,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.8m (71.5ft)

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: 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

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Structure Number: 121020325603289,  Location: 3.55 MI NE OF IH 45 (Lat: 29.639053,  Lng: -95.161139),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 18,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,990 (year 2036),  Design Load: HS 20,  Features Intersected: CRENSHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.912,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102032560329,  Location: 3.55 MI NE OF IH 45 (Lat: 29.639761,  Lng: -95.160692),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 17,500 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,990 (year 2035),  Design Load: HS 20,  Features Intersected: CRENSHAW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.912,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325603304,  Location: 3.75 MI S OF SH 225 (Lat: 29.657689,  Lng: -95.156067),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,990 (year 2036),  Design Load: HS 20,  Features Intersected: VISTA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.341,  Lanes on structure: 4,  Lanes under structure: 8,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

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

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Structure Number: 12102032560331,  Location: 4.3 MI NE OF IH 45 (Lat: 29.649397,  Lng: -95.156122),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,990 (year 2036),  Design Load: HS 20,  Features Intersected: FAIRMONT PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.704,  Lanes on structure: 4,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020325603315,  Location: 2.5 MI S OF SH 225 (Lat: 29.675758,  Lng: -95.155939),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,990 (year 2036),  Design Load: HS 20,  Features Intersected: PINE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.339,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.3m (109.3ft)

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: 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

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Structure Number: 121020325603316,  Location: 1.5 MI S OF SH 225 (Lat: 29.690461,  Lng: -95.153661),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 29,970 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 78,090 (year 2030),  Design Load: HS 20,  Features Intersected: SAN AUGUSTINE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.757,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

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: Superior to present desirable criteria,  Underclear: Equal 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 Precast Panels

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Structure Number: 121020325603317,  Location: 0.7 MI S OF SH 225 (Lat: 29.702133,  Lng: -95.153367),  Route carried "on" structure: Other road 8,  Year Built: 1996,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 29,970 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 78,090 (year 2030),  Design Load: HS 20,  Features Intersected: GREENSHADOW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.473,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

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

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Structure Number: 121020325603375,  Location: 3.0 MI S OF SH 225 (Lat: 29.668931,  Lng: -95.156033),  Route carried "on" structure: Other road 8,  Year Built: 1995,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,220 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE VINCE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.148,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325603376,  Location: 3.0 MI S OF SH 225 (Lat: 29.668694,  Lng: -95.155756),  Route carried "on" structure: Other road 8,  Year Built: 1995,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,220 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE VINCE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.089,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325603377,  Location: 5.0 MI NE OF IH 45 (S) (Lat: 29.659528,  Lng: -95.156339),  Route carried "on" structure: Other road 8,  Year Built: 1995,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,220 (year 2036),  Design Load: HS 20,  Features Intersected: ARMAND RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.231,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325603378,  Location: 5.0 MI NE OF IH 45 (S) (Lat: 29.659536,  Lng: -95.156092),  Route carried "on" structure: Other road 8,  Year Built: 1995,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,220 (year 2036),  Design Load: HS 20,  Features Intersected: ARMAND RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.231,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325603379,  Location: 4.7 MI NE OF IH 45 (S) (Lat: 29.654967,  Lng: -95.156314),  Route carried "on" structure: Other road 8,  Year Built: 1995,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,220 (year 2031),  Design Load: HS 20,  Features Intersected: ARMAND BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.357,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 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: 15.9m (52.2ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12102032560338,  Location: 4.7 MI NE OF IH 45 (S) (Lat: 29.655256,  Lng: -95.155975),  Route carried "on" structure: Other road 8,  Year Built: 1995,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,220 (year 2031),  Design Load: HS 20,  Features Intersected: ARMAND BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.357,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 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: 15.9m (52.2ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: October 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020325603498,  Location: 3.2 MI S OF SH 225 (Lat: 29.665672,  Lng: -95.155922),  Route carried "on" structure: Other road 8,  Year Built: 2020,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 49,665 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 102,709 (year 2036),  Design Load: HL 93,  Features Intersected: SPENCER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.460,  Lanes on structure: 8,  Lanes under structure: 10,  Toll: Toll bridge,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 44.5m (146.0ft),  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: 35.1m (115.2ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 45.9m (150.6ft)

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

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Structure Number: 121020325603499,  Location: 2.10 MI S OF SH 225 (Lat: 29.681578,  Lng: -95.155506),  Route carried "on" structure: Other road 8,  Year Built: 2020,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 49,665 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 102,709 (year 2036),  Design Load: HL 93,  Features Intersected: PASADENA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.724,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: Toll bridge,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 31 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: 44.5m (146.0ft),  Out-to-Out Width: 45.9m (150.6ft)

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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1210203256035,  Location: 1.95 MI S OF SH 225 (Lat: 29.684194,  Lng: -95.154722),  Route carried "on" structure: Other road 8,  Year Built: 2020,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 49,665 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 102,709 (year 2036),  Design Load: HL 93,  Features Intersected: RED BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.428,  Lanes on structure: 8,  Lanes under structure: 8,  Toll: Toll bridge,  Owner: State Highway Agency,  Maintenance Responsibility: Local Toll Authority,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 31 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: 33.2m (108.9ft),  Curb-To-Curb Width: 44.5m (146.0ft),  Out-to-Out Width: 45.9m (150.6ft)

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

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Structure Number: 121020A24628219,  Location: 0.2 Mi W of SH 146 (Lat: 29.619508,  Lng: -95.036736),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10,373 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,522 (year 2038),  Features Intersected: HCFCD Ditch,  Facility Carried by Structure: Choate Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 121020A38881001,  Location: 0.50 MI N OF SH 225 (Lat: 29.716450,  Lng: -95.211647),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 9,300 (year 2013),  Average Future Daily Traffic: 28,950 (year 2035),  Features Intersected: LITTLE VINCE BAYOU,  Facility Carried by Structure: N SHAVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020AA0144001,  Location: 0.70 MI E OF RED BLUFF RD (Lat: 29.650439,  Lng: -95.110067),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 11,610 (year 2009),  Average Future Daily Traffic: 25,000 (year 2026),  Features Intersected: WILLOW SPRING BAYOU,  Facility Carried by Structure: FAIRMONT PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020AA1076001,  Location: 0.90 MI E OF SHAVER RD (Lat: 29.651683,  Lng: -95.192064),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 21,280 (year 2013),  Average Future Daily Traffic: 25,000 (year 2035),  Features Intersected: VINCE BAYOU,  Facility Carried by Structure: FAIRMONT PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA1076002,  Location: 0.90 MI E OF SHAVER RD (Lat: 29.651394,  Lng: -95.191983),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 21,280 (year 2013),  Average Future Daily Traffic: 25,000 (year 2035),  Features Intersected: VINCE BAYOU,  Facility Carried by Structure: FAIRMONT PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA1076003,  Location: 2.60 MI E OF SHAVER (Lat: 29.649958,  Lng: -95.162325),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 21,280 (year 2009),  Average Future Daily Traffic: 23,460 (year 2028),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: FAIRMONT PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.564,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 121020AA1076004,  Location: 0.1 MI W OF CENTER ST (Lat: 29.650464,  Lng: -95.129344),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 18,890 (year 2009),  Average Future Daily Traffic: 20,000 (year 2026),  Features Intersected: ARMAND BAYOU,  Facility Carried by Structure: FAIRMONT PKWY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 121020AA1076005,  Location: 0.1 MI W OF CENTER ST (Lat: 29.650114,  Lng: -95.129356),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 2013,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 18,890 (year 2009),  Average Future Daily Traffic: 20,000 (year 2026),  Features Intersected: ARMAND BAYOU,  Facility Carried by Structure: FAIRMONT PKWY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

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

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Structure Number: 121020AA1226001,  Location: 0.3 MI E OF RED BLUFF RD (Lat: 29.633775,  Lng: -95.114461),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,320 (year 2009),  Average Future Daily Traffic: 5,000 (year 2028),  Design Load: HL 93,  Features Intersected: ARMAND BAYOU,  Facility Carried by Structure: GENOA-RED BLUFF EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA1226002,  Location: 0.3 MI W OF RED BLUFF RD (Lat: 29.634061,  Lng: -95.113978),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,160 (year 2009),  Average Future Daily Traffic: 2,500 (year 2028),  Design Load: HL 93,  Features Intersected: ARMAND BAYOU,  Facility Carried by Structure: GENOA-RED BLUFF WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020AA2113001,  Location: 1.4M. S of BAY AREA BLVD (Lat: 29.580236,  Lng: -95.092328),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Posted for load,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 5,000 (year 2010),  Average Future Daily Traffic: 5,500 (year 2028),  Features Intersected: HORSEPEN BAYOU,  Facility Carried by Structure: MIDDLEBROOK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 16.52m (54.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place