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

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Structure Number: 121020017707218,  Location: 2.88 MI N OF BWY 8 (Lat: 29.979783,  Lng: -95.278572),  Route carried "on" structure: ServiceUS 59,  Year Built: 1997,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,673 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 75,000 (year 2029),  Design Load: HS 20,  Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.329,  Lanes on 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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017707219,  Location: 2.84 MI N OF BWY 8 (Lat: 29.978267,  Lng: -95.278025),  Route carried "on" structure: ServiceUS 59,  Year Built: 1996,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 18,150 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,940 (year 2030),  Design Load: HS 20,  Features Intersected: GARNERS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.395,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 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 or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017707241,  Location: 1.65 MI S OF BWY 8 (Lat: 29.918581,  Lng: -95.307264),  Route carried "on" structure: ServiceUS 59,  Year Built: 1991,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 16,572 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,380 (year 2030),  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.613,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.2m (59.7ft)

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: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017707243,  Location: 1.64 MI S OF BWY 8 (Lat: 29.918311,  Lng: -95.306725),  Route carried "on" structure: ServiceUS 59,  Year Built: 1991,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 17,952 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,380 (year 2030),  Design Load: HS 20,  Features Intersected: GREENS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.577,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017707273,  Location: 0.3 MI S OF BWY 8 (Lat: 29.936000,  Lng: -95.297669),  Route carried "on" structure: US 59,  Year Built: 1995,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 157,400 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 314,800 (year 2030),  Design Load: HS 20,  Features Intersected: HCFCD P133-00-00
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.504,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 31 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: 2.0m (6.6ft),  Right: 2.1m (6.9ft)

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: September 2020

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Structure Number: 121020017707274,  Location: 5.0 MI S OF FM 1960 (Lat: 29.940022,  Lng: -95.295775),  Route carried "on" structure: US 59,  Year Built: 1995,  Status: Open,  Structure Length: 16.31m (53.51ft),  Average Daily Traffic: 25,573 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 95,650 (year 2030),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 6.964,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

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

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Structure Number: 121020017707275,  Location: 5.0 MI S OF FM 1960 (Lat: 29.939700,  Lng: -95.296219),  Route carried "on" structure: US 59,  Year Built: 1996,  Status: Open,  Structure Length: 16.31m (53.51ft),  Average Daily Traffic: 29,527 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 95,650 (year 2030),  Design Load: HS 20,  Features Intersected: BW 8 FR
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 6.964,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 35.9m (117.8ft)

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: Equal 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 Precast Panels

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Structure Number: 121020017707386,  Location: BWY 8/US59 N INTERCHANGE (Lat: 29.939636,  Lng: -95.301047),  Route carried "on" structure: Ramp US 59,  Year Built: 2002,  Status: Open,  Structure Length: 132.92m (436.09ft),  Average Daily Traffic: 25,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 40,000 (year 2029),  Design Load: HS 20,  Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 1,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 23,  Length of Maximum Span: 88.1m (289.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017707394,  Location: BWY 8 /US59 N INTERCHANG (Lat: 29.935189,  Lng: -95.297369),  Route carried "on" structure: Ramp US 59,  Year Built: 2004,  Status: Open,  Structure Length: 119.05m (390.58ft),  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 90,000 (year 2029),  Design Load: HS 20,  Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 21.210,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 25,  Length of Maximum Span: 66.8m (219.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017707395,  Location: BWY8 /US59 N INTERCHANGE (Lat: 29.940911,  Lng: -95.282267),  Route carried "on" structure: Ramp US 59,  Year Built: 2004,  Status: Open,  Structure Length: 118.96m (390.29ft),  Average Daily Traffic: 8,000 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,000 (year 2030),  Design Load: HS 20,  Features Intersected: US 59; BW 8 & Ramps
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 20,  Length of Maximum Span: 97.5m (319.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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 desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020017707396,  Location: BWY 8 /US59 N INTERCHANG (Lat: 29.939533,  Lng: -95.299039),  Route carried "on" structure: Ramp US 59,  Year Built: 2004,  Status: Open,  Structure Length: 27.58m (90.49ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,000 (year 2029),  Design Load: HS 20,  Features Intersected: US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017707397,  Location: BWY 8/ US59 N INTERCHANG (Lat: 29.944506,  Lng: -95.294283),  Route carried "on" structure: Ramp US 59,  Year Built: 2004,  Status: Open,  Structure Length: 97.90m (321.19ft),  Average Daily Traffic: 10,000 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,700 (year 2030),  Design Load: HL 93,  Features Intersected: US 59 & BW 8
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.920,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 18,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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

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Structure Number: 121020017707398,  Location: BWY08 /US59 N INTERCHANG (Lat: 29.942500,  Lng: -95.295322),  Route carried "on" structure: Ramp US 59,  Year Built: 2004,  Status: Open,  Structure Length: 37.40m (122.70ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,000 (year 2029),  Design Load: HS 20,  Features Intersected: BW 8 WB FR & US 59 SB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 66.1m (216.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020017707543,  Location: BW 8/US 59 N INTERCHANG (Lat: 29.937806,  Lng: -95.295889),  Route carried "on" structure: Ramp Interstate 59,  Year Built: 2012,  Status: Open,  Structure Length: 38.25m (125.49ft),  Average Daily Traffic: 11,500 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,000 (year 2029),  Design Load: HL 93,  Features Intersected: BW 8 EB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 2,  Length of Maximum Span: 55.5m (182.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711048,  Location: 0.30 MI S OF IH 610 N LP (Lat: 29.806261,  Lng: -95.337814),  Route carried "on" structure: US 59,  Year Built: 1954,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 152,540 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 213,560 (year 2033),  Design Load: HS 20,  Features Intersected: HUNTING BYU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.981,  Lanes on structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 115.5m (378.9ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

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 24 months,  Inspection Date: October 2020

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Structure Number: 121020017711091,  Location: 1.0 MI S OF IH 10 (Lat: 29.761631,  Lng: -95.349867),  Route carried "on" structure: US 59,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 171.39m (562.30ft),  Average Daily Traffic: 195,970 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 274,360 (year 2033),  Design Load: HS 20,  Features Intersected: CAPITOL ST; ETC.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.405,  Lanes on structure: 6,  Lanes under structure: 37,  Owner: State Highway Agency,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 74,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 32.6m (107.0ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017711162,  Location: 3.00 MI N OF IH 610 (Lat: 29.851628,  Lng: -95.333744),  Route carried "on" structure: US 59,  Year Built: 1990,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 174,160 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 243,820 (year 2035),  Design Load: HS 20,  Features Intersected: HCFCD P118-12-00 DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.896,  Lanes on structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 87.8m (288.1ft),  Skew: 30 degrees,  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: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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

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Structure Number: 121020017711163,  Location: 0.9 MI N OF IH 610 (Lat: 29.820364,  Lng: -95.335456),  Route carried "on" structure: US 59,  Year Built: 1994,  Status: Open,  Structure Length: 63.31m (207.71ft),  Average Daily Traffic: 29,527 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 130,720 (year 2030),  Design Load: HS 20,  Features Intersected: BENNINGTON; KING & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.276,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  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: November 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711164,  Location: 0.9 MI N OF IH 610 (Lat: 29.820364,  Lng: -95.335264),  Route carried "on" structure: US 59,  Year Built: 1994,  Status: Open,  Structure Length: 63.31m (207.71ft),  Average Daily Traffic: 93,370 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 130,720 (year 2030),  Design Load: HS 20,  Features Intersected: BENNINGTON; KING & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.774,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711165,  Location: 0.8 MI N OF IH 610 (Lat: 29.819075,  Lng: -95.335758),  Route carried "on" structure: ServiceUS 59,  Year Built: 1994,  Status: Open,  Structure Length: 36.48m (119.69ft),  Average Daily Traffic: 2,462 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,210 (year 2030),  Design Load: HS 20,  Features Intersected: KING AVE AND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.771,  Lanes on structure: 2,  Lanes under structure: 2,  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: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

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

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Structure Number: 121020017711166,  Location: 0.9 MI N OF IH 610 (Lat: 29.820297,  Lng: -95.334944),  Route carried "on" structure: ServiceUS 59,  Year Built: 1994,  Status: Open,  Structure Length: 63.31m (207.71ft),  Average Daily Traffic: 3,212 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,360 (year 2030),  Design Load: HS 20,  Features Intersected: BENNINGTON; KING AND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.761,  Lanes on structure: 2,  Lanes under structure: 6,  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: 20,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

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

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Structure Number: 121020017711168,  Location: 1.40 MI N OF IH 610 (Lat: 29.829219,  Lng: -95.334983),  Route carried "on" structure: US 59,  Year Built: 1994,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 186,740 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 261,440 (year 2030),  Design Load: HS 20,  Features Intersected: CROSSTIMBERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.493,  Lanes on structure: 11,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 58.8m (192.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 59.0m (193.6ft),  Out-to-Out Width: 61.2m (200.8ft)

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

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Structure Number: 121020017711169,  Location: 2.30 MI N OF IH 610 (Lat: 29.840258,  Lng: -95.333661),  Route carried "on" structure: US 59,  Year Built: 1995,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 29,527 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 130,720 (year 2035),  Design Load: HS 20,  Features Intersected: LAURA KOPPE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  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: 29.2m (95.8ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12102001771117,  Location: 2.80 MI N OF IH 610 (Lat: 29.849211,  Lng: -95.333853),  Route carried "on" structure: US 59,  Year Built: 1995,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 29,527 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 130,720 (year 2035),  Design Load: HS 20,  Features Intersected: TIDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.206,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 30 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: 37.5m (123.0ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 121020017711171,  Location: 3.00 MI N OF IH 610 (Lat: 29.851219,  Lng: -95.333650),  Route carried "on" structure: Ramp US 59,  Year Built: 1995,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 17,410 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,380 (year 2035),  Design Load: HS 20,  Features Intersected: HOV SB BYPASS LN,  Facility Carried by Structure: TIDWELL HOV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.907,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

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,  Length Of Structure Improvement: 19.35m (63.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711172,  Location: 3.00 MI N OF IH 610 (Lat: 29.851528,  Lng: -95.333967),  Route carried "on" structure: Ramp US 59,  Year Built: 1995,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 14,402 (year 2015),  Average Future Daily Traffic: 14,980 (year 2035),  Design Load: HS 20,  Features Intersected: US 59 SB ML & FR,  Facility Carried by Structure: TIDWELL HOV T-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.815,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.21m (33.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020017711173,  Location: 3.20 MI N OF IH 610 (Lat: 29.855314,  Lng: -95.334072),  Route carried "on" structure: Ramp US 59,  Year Built: 1995,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 17,410 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,380 (year 2035),  Design Load: HS 20,  Features Intersected: US 59 SB OFF-RAMP #5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.640,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: 121020017711174,  Location: 2.30 MI N OF IH 610 (Lat: 29.840281,  Lng: -95.333267),  Route carried "on" structure: US 59,  Year Built: 1998,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 93,370 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 130,720 (year 2035),  Design Load: HS 20,  Features Intersected: LAURA KOPPE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 7,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 30 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: 37.1m (121.7ft),  Out-to-Out Width: 38.2m (125.3ft)

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

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Structure Number: 121020017711175,  Location: 2.80 MI N OF IH 610 (Lat: 29.849214,  Lng: -95.333386),  Route carried "on" structure: US 59,  Year Built: 1998,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 93,370 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 130,720 (year 2036),  Design Load: HS 20,  Features Intersected: TIDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.206,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: 24.4m (80.1ft),  Out-to-Out Width: 25.5m (83.7ft)

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

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Structure Number: 121020017711178,  Location: 3.10 MI N OF IH 610 (Lat: 29.853936,  Lng: -95.333269),  Route carried "on" structure: Ramp US 59,  Year Built: 1995,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 10,148 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,380 (year 2035),  Design Load: HS 20,  Features Intersected: US 59 NB OFF-RAMP #6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.436,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: 121020017711179,  Location: 3.60 MI N OF IH 610 (Lat: 29.859814,  Lng: -95.333281),  Route carried "on" structure: US 59,  Year Built: 1995,  Status: Open,  Structure Length: 67.21m (220.51ft),  Average Daily Traffic: 87,080 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 121,910 (year 2035),  Design Load: HS 20,  Features Intersected: PARKER/SAUNDERS/HALLS BY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.044,  Lanes on structure: 6,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 67.21m (220.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,470,000,  Roadway Improvement Cost: $618,000,  Total Project Cost: $3,088,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12102001771118,  Location: 3.60 MI N OF IH 610 (Lat: 29.859806,  Lng: -95.333686),  Route carried "on" structure: US 59,  Year Built: 1995,  Status: Open,  Structure Length: 68.49m (224.70ft),  Average Daily Traffic: 29,527 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 121,910 (year 2035),  Design Load: HS 20,  Features Intersected: PARKER/SAUNDERS/HALLS BY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.044,  Lanes on structure: 4,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121020017711181,  Location: 3.9 MI N OF IH 610 (Lat: 29.865825,  Lng: -95.333075),  Route carried "on" structure: ServiceUS 59,  Year Built: 1995,  Status: Open,  Structure Length: 63.58m (208.60ft),  Average Daily Traffic: 6,620 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,560 (year 2030),  Design Load: HS 20,  Features Intersected: JENSEN DR & SAUNDERS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.480,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: 121020017711182,  Location: 3.8 MI N OF IH 610 (Lat: 29.862264,  Lng: -95.333333),  Route carried "on" structure: Ramp US 59,  Year Built: 1995,  Status: Open,  Structure Length: 17.40m (57.09ft),  Average Daily Traffic: 1,650 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,300 (year 2030),  Design Load: HS 20,  Features Intersected: UNPAVED AREA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 1,  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: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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: Equal 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: 121020017711201,  Location: 0.8 MI N OF IH 610 (Lat: 29.822453,  Lng: -95.335311),  Route carried "on" structure: Ramp US 59,  Year Built: 1996,  Status: Open,  Structure Length: 94.85m (311.19ft),  Average Daily Traffic: 18,670 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,140 (year 2030),  Design Load: HS 20,  Features Intersected: US59SB;BENNINGTON AND RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.694,  Lanes on structure: 1,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 29,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 94.73m (310.79ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711244,  Location: 3.6 MI N OF IH 610 (Lat: 29.860772,  Lng: -95.332947),  Route carried "on" structure: ServiceUS 59,  Year Built: 1991,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 9,256 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,980 (year 2030),  Design Load: HS 20,  Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.790,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.5m (47.6ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711245,  Location: 3.6 MI N OF IH 610 (Lat: 29.861325,  Lng: -95.333661),  Route carried "on" structure: ServiceUS 59,  Year Built: 1991,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 5,331 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,560 (year 2030),  Design Load: HS 20,  Features Intersected: HALLS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.790,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711254,  Location: 0.50 MI S OF IH 610 (Lat: 29.801039,  Lng: -95.339492),  Route carried "on" structure: US 59,  Year Built: 1998,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 25,573 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 106,780 (year 2033),  Design Load: HS 20,  Features Intersected: CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.500,  Lanes on structure: 6,  Lanes under structure: 8,  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: 38.7m (127.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.82m (35.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $310,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $388,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711255,  Location: 0.50 MI S OF IH 610 (Lat: 29.802189,  Lng: -95.340211),  Route carried "on" structure: US 59,  Year Built: 1999,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 29,527 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 106,780 (year 2033),  Design Load: HS 20,  Features Intersected: CAVALCADE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.500,  Lanes on structure: 6,  Lanes under structure: 8,  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: 38.1m (125.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.09m (49.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $508,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121020017711257,  Location: AT US59/IH610 N LP. (Lat: 29.806208,  Lng: -95.336950),  Route carried "on" structure: Ramp US 59,  Year Built: 1997,  Status: Open,  Structure Length: 14.66m (48.10ft),  Average Daily Traffic: 17,040 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,860 (year 2030),  Design Load: HS 20,  Features Intersected: US 59 NB FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.936,  Lanes on structure: 2,  Lanes under structure: 2,  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: 5,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place