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

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Structure Number: 121020TOL030021,  Location: 0.35 MI W OF RANCHESTER (Lat: 29.718903,  Lng: -95.555064),  Route carried "on" structure: Ramp Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: W.PARK TW WB OFF-RP I,  Facility Carried by Structure: W.PK WB ON-RP DC-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030022,  Location: 0.05 MI N OF WESTPK TLWY (Lat: 29.719681,  Lng: -95.557411),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 SB CONN RP DC-1,  Facility Carried by Structure: BW 8 NBML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030023,  Location: 0.05 MI N OF WESTPK TLWY (Lat: 29.718881,  Lng: -95.557050),  Route carried "on" structure: Ramp Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 SB CONN RP DC-1,  Facility Carried by Structure: BW 8 NB CONN DC-2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Lanes under structure: 1,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030024,  Location: 0.40 MI W OF RANCHESTER (Lat: 29.718122,  Lng: -95.557942),  Route carried "on" structure: Ramp Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 ML & NB CONN DC-2,  Facility Carried by Structure: WESTPK. TW EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.123,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.4m (126.0ft),  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.85m (32.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030025,  Location: 0.40 MI W OF RANCHESTER (Lat: 29.719156,  Lng: -95.557711),  Route carried "on" structure: Ramp Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: BW 8 ML & NB CONN DC-2,  Facility Carried by Structure: WESTPK. WB RP I-K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.270,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  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: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030026,  Location: 0.55 MI W OF BELTWAY 8 (Lat: 29.717519,  Lng: -95.565831),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.601,  Lanes on structure: 4,  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: 12.2m (40.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.9m (81.7ft)

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

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Structure Number: 121020TOL030027,  Location: 0.85 MI W OF BELTWAY 8 (Lat: 29.717183,  Lng: -95.571094),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2030),  Design Load: HS 20,  Features Intersected: WILCREST DR,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.086,  Lanes on structure: 4,  Lanes under structure: 4,  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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030028,  Location: 3.30 MI E OF SH 6 (Lat: 29.715842,  Lng: -95.587461),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2030),  Design Load: HS 20,  Features Intersected: BRAYS BYU,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.518,  Lanes on structure: 5,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030029,  Location: 2.10 MI W OF BELTWAY 8 (Lat: 29.715611,  Lng: -95.591422),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 10,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2030),  Design Load: HS 20,  Features Intersected: WEST HOUSTON CENTER BLVD,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.037,  Lanes on structure: 4,  Lanes under structure: 6,  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: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.7m (81.0ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL03003,  Location: 2.85 MI W OF BELTWAY 8 (Lat: 29.714372,  Lng: -95.605222),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: DAIRY ASHFORD RD,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.849,  Lanes on structure: 4,  Lanes under structure: 5,  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: 23.2m (76.1ft),  Out-to-Out Width: 24.7m (81.0ft)

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

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Structure Number: 121020TOL030031,  Location: 1.75 M E OF SH 6 (Lat: 29.713100,  Lng: -95.614739),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 65.90m (216.21ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: SYNOTT RD,  Facility Carried by Structure: WESTPRK TLWY RP EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 1,  Lanes under structure: 10,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 14,  Length of Maximum Span: 82.6m (271.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

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

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Structure Number: 121020TOL030032,  Location: 1.75 MI E OF SH 6 (Lat: 29.713519,  Lng: -95.614711),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: SYNOTT RD,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 4,  Lanes under structure: 5,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 22.6m (74.1ft),  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: 22.6m (74.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030033,  Location: 1.20 MI E OF SH 6 (Lat: 29.712914,  Lng: -95.623567),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 10,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2033),  Design Load: HS 20,  Features Intersected: ELDRIDGE PARKWAY,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 5,  Lanes under structure: 5,  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: 35.7m (117.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030037,  Location: 1.35 MI W OF IH 610 (Lat: 29.724203,  Lng: -95.480808),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 47.18m (154.79ft),  Average Daily Traffic: 10,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2031),  Design Load: HS 20,  Features Intersected: RENWICK DR & ALDER DR,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.1m (69.2ft)

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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL030038,  Location: 0.10 MI NE OF WESTWARD (Lat: 29.723703,  Lng: -95.488142),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 44.87m (147.21ft),  Average Daily Traffic: 10,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2035),  Design Load: HS 20,  Features Intersected: US 59 NBFR & RAMPART ST,  Facility Carried by Structure: WSTPRK TLWY CONN 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.575,  Lanes on structure: 1,  Lanes under structure: 7,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

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

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Structure Number: 121020TOL030039,  Location: 0.60 MI E OF SH 6 (Lat: 29.711850,  Lng: -95.633981),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 10,000 (year 2013),  Average Future Daily Traffic: 50,000 (year 2035),  Features Intersected: HCFCD DITCH,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121020TOL04021,  Location: 0.2 MI S OF FM 1960 (Lat: 30.022572,  Lng: -95.404622),  Route carried "on" structure: Other road ,  Year Built: 1988,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 5,000 (year 2029),  Design Load: HS 20,  Features Intersected: BAMMEL-WESTFIELD RD,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.223,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 45.1m (148.0ft),  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: 23.8m (78.1ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 53.1m (174.2ft)

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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040211,  Location: 1.6 MI S OF FM 1960 (Lat: 30.003975,  Lng: -95.399014),  Route carried "on" structure: Other road ,  Year Built: 1989,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 8,000 (year 2009),  Average Future Daily Traffic: 8,000 (year 2029),  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.841,  Lanes on structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040212,  Location: 4.4 MI N OF BWY 8 (Lat: 29.996239,  Lng: -95.396875),  Route carried "on" structure: Other road ,  Year Built: 1989,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 60,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2035),  Design Load: HS 20,  Features Intersected: E RICHEY RD,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.758,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040213,  Location: 0.85 MI S OF E RICHEY RD (Lat: 29.984653,  Lng: -95.393986),  Route carried "on" structure: Other road ,  Year Built: 1989,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 14.14m (46.39ft),  Average Daily Traffic: 60,000 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2033),  Design Load: HS 20,  Features Intersected: AIRTEX DRIVE,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.207,  Lanes on structure: 6,  Lanes under structure: 4,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040214,  Location: 0.6 MI N OF RANKIN RD (Lat: 29.974150,  Lng: -95.390661),  Route carried "on" structure: Other road ,  Year Built: 1989,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 48.92m (160.50ft),  Average Daily Traffic: 60,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2035),  Design Load: HS 20,  Features Intersected: UPRR & E HARDY RD,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 97.478,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.6m (116.8ft)

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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 48.92m (160.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $2,825,000,  Roadway Improvement Cost: $706,000,  Total Project Cost: $3,531,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040215,  Location: 1.9 MI N OF BELTWAY 8 (Lat: 29.965342,  Lng: -95.379858),  Route carried "on" structure: Other road ,  Year Built: 1989,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 60,000 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2033),  Design Load: HS 20,  Features Intersected: RANKIN RD,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.814,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.6m (116.8ft)

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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040216,  Location: 1.9 MI N OF BELTWAY 8 (Lat: 29.965864,  Lng: -95.379869),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2034),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: HARDY TOLL RD FR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.814,  Lanes on structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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: October 2021

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Structure Number: 121020TOL040217,  Location: 0.75 MI N OF BW 8 (Lat: 29.949356,  Lng: -95.383967),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2030),  Design Load: HS 20,  Features Intersected: GREENS BAYOU,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.713,  Lanes on structure: 6,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040218,  Location: 0.9 MI N OF BW 8 (Lat: 29.951314,  Lng: -95.384256),  Route carried "on" structure: Other road ,  Year Built: 1986,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 60,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,000 (year 2035),  Design Load: HS 20,  Features Intersected: OLD GREENS RD,  Facility Carried by Structure: HARDY TOLL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.874,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121020TOL040221,  Location: 0.2 MI N OF GULF BANK RD (Lat: 29.892514,  Lng: -95.370442),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 30,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,000 (year 2035),  Design Load: HS 20,  Features Intersected: HALLS BAYOU,  Facility Carried by Structure: HARDY TOLL RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.150,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.9m (48.9ft)

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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121700011004017,  Location: 1.05 MI N OF HARRIS C/L (Lat: 30.124708,  Lng: -95.442758),  Route carried "on" structure: Interstate 45,  Year Built: 1926,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 248,939 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 338,370 (year 2033),  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.783,  Lanes on structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 80.8m (265.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Fair,  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: August 2020

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Structure Number: 121700011004118,  Location: AT HARRIS C/L (Lat: 30.110892,  Lng: -95.437122),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 25.73m (84.42ft),  Average Daily Traffic: 1,760 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,470 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 121700011004119,  Location: AT HARRIS C/L (Lat: 30.110986,  Lng: -95.436742),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 25.45m (83.50ft),  Average Daily Traffic: 112,478 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 144,600 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 12170001100412,  Location: AT HARRIS C/L (Lat: 30.111042,  Lng: -95.436536),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 25.45m (83.50ft),  Average Daily Traffic: 123,215 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 169,180 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.4m (96.5ft)

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

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Structure Number: 121700011004121,  Location: AT HARRIS C/L (Lat: 30.111164,  Lng: -95.436178),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 25.45m (83.50ft),  Average Daily Traffic: 7,580 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,610 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 121700011004122,  Location: 0.2 MI N OF HARRIS C/L (Lat: 30.113831,  Lng: -95.438156),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 15,861 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,620 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 121700011004123,  Location: 0.2 MI N OF HARRIS C/L (Lat: 30.113933,  Lng: -95.437861),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 112,478 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 169,180 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 32.9m (107.9ft)

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

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Structure Number: 121700011004124,  Location: 0.2 MI N OF HARRIS C/L (Lat: 30.114014,  Lng: -95.437678),  Route carried "on" structure: Interstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 123,215 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 169,180 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 29.0m (95.1ft)

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

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Structure Number: 121700011004125,  Location: 0.2 MI N OF HARRIS C/L (Lat: 30.114156,  Lng: -95.437400),  Route carried "on" structure: ServiceInterstate 45,  Year Built: 1990,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 19,160 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,620 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CR REL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.398,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 121700011004132,  Location: 1.2 MI N OF HARRIS C/L (Lat: 30.126806,  Lng: -95.443075),  Route carried "on" structure: Interstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 123,215 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 169,180 (year 2033),  Design Load: HS 20,  Features Intersected: RAYFORD/SAWDUST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.944,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121700011004133,  Location: 1.2 MI N OF HARRIS C/L (Lat: 30.126783,  Lng: -95.443283),  Route carried "on" structure: Interstate 45,  Year Built: 1991,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 112,478 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 169,180 (year 2033),  Design Load: HS 20,  Features Intersected: RAYFORD/SAWDUST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.944,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.2m (95.8ft)

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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.33m (30.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121700017705079,  Location: 0.25 MI N OF KINGWOOD DR (Lat: 30.056136,  Lng: -95.250497),  Route carried "on" structure: US 59,  Year Built: 2007,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 46,513 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 132,550 (year 2030),  Design Load: HS 20,  Features Intersected: EVAN'S GULLY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.604,  Lanes on structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 72.5m (237.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020

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Structure Number: 12170001770511,  Location: 0.90 MI S OF FM 1314 (Lat: 30.091086,  Lng: -95.240436),  Route carried "on" structure: US 59,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 94,680 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 132,550 (year 2030),  Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.571,  Lanes on structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 73.8m (242.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 121700017705262,  Location: 1.30 MI N OF FM 1314 (Lat: 30.122750,  Lng: -95.231339),  Route carried "on" structure: ServiceUS 59,  Year Built: 2007,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 6,613 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2036),  Design Load: HL 93,  Features Intersected: WHITE OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.932,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place