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

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Structure Number: 121700AA900901,  Location: 0.66 MI NW OF RILEY FUZZE (Lat: 30.123592,  Lng: -95.384861),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,500 (year 2035),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SB BIRNHAM WOODS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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 Precast Panels

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Structure Number: 121700AA9009011,  Location: 1.45 MI N OF SH 99 (Lat: 30.135558,  Lng: -95.385292),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2036),  Features Intersected: WOODSONS GULLY,  Facility Carried by Structure: BIRNHAM WOODS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: 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: 121700AA9009216,  Location: 0.66 MI NW OF RILEY FUZZE (Lat: 30.123592,  Lng: -95.384861),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,500 (year 2035),  Design Load: HL 93,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: NB BIRNHAM WOODS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: 121700B3171701,  Location: 0.05 MI N OF NORTHPARK (Lat: 30.069817,  Lng: -95.218853),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2035),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: WOODRIDGE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 121700B35740001,  Location: 0.7 MI S OF N PARK DR (Lat: 30.058919,  Lng: -95.254894),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: KELLINGTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121700B36492001,  Location: 0.8 MI S OF NORTH PARK DR (Lat: 30.057186,  Lng: -95.256306),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: KINGWD PLACE DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

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

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Structure Number: 121700B36492002,  Location: 0.4 MI S OF NORTH PARK DR (Lat: 30.062572,  Lng: -95.254033),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: FOREST CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121700B36492003,  Location: 0.6 MI S OF NORTH PARK DR (Lat: 30.060597,  Lng: -95.253856),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: KINGWOOD PLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121700B36492004,  Location: 0.1 MI S OF N PARK DR (Lat: 30.066153,  Lng: -95.256603),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: KINGWOOD PLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 121700B36492005,  Location: 0.3 MI S OF NORTH PARK DR (Lat: 30.064458,  Lng: -95.255028),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: KINGWOOD PLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 121700B43353001,  Location: 0.7 MI S OF NORTH PARK DR (Lat: 30.057433,  Lng: -95.262714),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SORTERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121700B4660201,  Location: 0.3 MI W OF HIGHLAND LP R (Lat: 30.137500,  Lng: -95.168064),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2035),  Features Intersected: DRAW,  Facility Carried by Structure: NATURE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 121700B47595001,  Location: 1.6 MI E OF US 59 (Lat: 30.068392,  Lng: -95.222594),  Route carried "on" structure: Alternate County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 26,570 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,000 (year 2026),  Features Intersected: BENS BRANCH DRAW,  Facility Carried by Structure: N PARK DR EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121700B47595002,  Location: 1.6 MI E OF US 59 (Lat: 30.068608,  Lng: -95.222608),  Route carried "on" structure: Alternate County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 26,570 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,000 (year 2026),  Features Intersected: BENS BRANCH DRAW,  Facility Carried by Structure: N PARK DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121700B47595003,  Location: 0.8 MI W OF US 59 (Lat: 30.068103,  Lng: -95.257806),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2026),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: NORTH PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: 121700B5044101,  Location: 0.08 MI W OF NATURE CENT (Lat: 30.137500,  Lng: -95.169469),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2035),  Design Load: HS 20,  Features Intersected: PEACH CREEK,  Facility Carried by Structure: PEACH CREEK LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 121700B55995001,  Location: 0.1 MI N OF N PARK DR (Lat: 30.071694,  Lng: -95.255325),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2026),  Design Load: HS 20,  Features Intersected: SAN JACINTO TRIBUTARY,  Facility Carried by Structure: ROCK CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft)

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: Better than 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: AFTXFWJH00001,  Location: 0.25 MI SOUTH OF GOODWIN (Lat: 29.591417,  Lng: -95.166639),  Route carried "on" structure: ServiceOther road ,  Year Built: 1976,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 10 (year 2014),  Average Future Daily Traffic: 12 (year 2034),  Design Load: HS 20,  Features Intersected: HORSEPEN BAYOU,  Facility Carried by Structure: MCLOUGHLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Maintenance Responsibility: Corps of Engineers (Civil),  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 120800351004004,  Location: 0.95 MI N OF FM 1093 (Lat: 29.714117,  Lng: -95.773433),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: Fry Rd,  Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 22.450,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 120800351004005,  Location: 0.95 MI N OF FM 1093 (Lat: 29.714164,  Lng: -95.773703),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: Fry Rd,  Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 22.450,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 12080035100401,  Location: 2.30 MI N OF FM 1093 (Lat: 29.733383,  Lng: -95.772772),  Route carried "under" structure: State highway 1093,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2012),  Features Intersected: Westheimer Pkwy,  Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 13.518,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 120800351004011,  Location: 2.30 MI N OF FM 1093 (Lat: 29.733394,  Lng: -95.773042),  Route carried "under" structure: State highway 1093,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2012),  Features Intersected: Westheimer Pkwy,  Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 13.840,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 120800351004033,  Location: 1.9 MI S OF IH 10 (Lat: 29.756936,  Lng: -95.776497),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 5%,  Features Intersected: Highland Knolls,  Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 120800351004107,  Location: 0.8 MI S of Westpark Toll (Lat: 29.690819,  Lng: -95.770039),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 11,347 (year 2019),  Truck Traffic: 3%,  Features Intersected: BELLAIRE BLVD,  Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 120800351004108,  Location: 0.8 MI S of Westpark Toll (Lat: 29.690292,  Lng: -95.769278),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 11,347 (year 2019),  Truck Traffic: 3%,  Features Intersected: BELLAIRE BLVD,  Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 120800351004109,  Location: 4.3 Mi N of US 90A (Lat: 29.657917,  Lng: -95.714411),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,279 (year 2019),  Truck Traffic: 3%,  Features Intersected: HARLEM ROAD,  Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 120800351004111,  Location: 3.2 MI S of Westpark Toll (Lat: 29.664081,  Lng: -95.743925),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,954 (year 2019),  Truck Traffic: 4%,  Features Intersected: WEST BELLFORT,  Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 120800351004112,  Location: 3.2 MI S of Westpark Toll (Lat: 29.665222,  Lng: -95.745539),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,954 (year 2019),  Truck Traffic: 4%,  Features Intersected: WEST BELLFORT,  Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 120800351004113,  Location: 3.7 MI S of Westpark Toll (Lat: 29.661031,  Lng: -95.737272),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 9,976 (year 2019),  Truck Traffic: 3%,  Features Intersected: MASON ROAD,  Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 120800351004114,  Location: 3.7 MI S of Westpark Toll (Lat: 29.661194,  Lng: -95.735681),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 9,976 (year 2019),  Truck Traffic: 3%,  Features Intersected: MASON ROAD,  Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 120800351004115,  Location: @ Westpark Toll Intersect (Lat: 29.701175,  Lng: -95.776103),  Route carried "under" structure: Other road ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 42,595 (year 2019),  Truck Traffic: 4%,  Features Intersected: WESTPARK TOLLWAY,  Facility Carried by Structure: SH 99 SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Toll: Toll bridge,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 120800351004116,  Location: @ Westpark Toll Intersect (Lat: 29.700097,  Lng: -95.775642),  Route carried "under" structure: Other road ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 42,595 (year 2019),  Truck Traffic: 4%,  Features Intersected: WESTPARK TOLLWAY,  Facility Carried by Structure: SH 99 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Toll: Toll bridge,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 120800TOL0203,  Location: 2.3 MI S OF US 90A (Lat: 29.640597,  Lng: -95.482219),  Route carried "under" structure: Other road 8,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: BELTWAY 8,  Facility Carried by Structure: FT BEND PKWY
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 3.701,  Lanes on structure: 4,  Lanes under structure: 22,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 120800TOL020301,  Location: 0.3 MI S OF BLTWY 8 (Lat: 29.610089,  Lng: -95.496808),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2010),  Features Intersected: CAREY CHASE DR,  Facility Carried by Structure: FB PKWY NB OFF RMP
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 120800TOL02031,  Location: WESTPARK TLW AT SH 99 (Lat: 29.700783,  Lng: -95.775194),  Route carried "under" structure: State highway 1093,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 13,630 (year 2012),  Truck Traffic: 20%,  Features Intersected: SH 99,  Facility Carried by Structure: WESTPARK TLWY WB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 16.711,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 120800TOL020313,  Location: SH99 (Lat: 29.700461,  Lng: -95.463517),  Route carried "under" structure: State highway 99,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 6,340 (year 2012),  Truck Traffic: 16%,  Features Intersected: SH 99,  Facility Carried by Structure: WESTPARK TLW EB
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 16.711,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 120800TOL020317,  Location: 0.600 MI E OF SH 99 (Lat: 29.701742,  Lng: -95.759861),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 5%,  Features Intersected: PEEK ROAD,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 120800TOL020318,  Location: 2.977 MI E OF SH 994 (Lat: 29.705042,  Lng: -95.719414),  Route carried "under" structure: Alternate City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 2%,  Features Intersected: GRAND MISSION BLVD,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 120800TOL020319,  Location: 1.601 MI E OF SH 99 (Lat: 29.703153,  Lng: -95.742531),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: MASON ROAD,  Facility Carried by Structure: WESTPARK TOLLWAY
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 120800TOL02032,  Location: WESTPARK TOLLWAY AT SH 99 (Lat: 29.705178,  Lng: -95.776608),  Route carried "under" structure: Other road ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2011),  Truck Traffic: 1%,  Features Intersected: WESTPARK TOLLWAY,  Facility Carried by Structure: SH99 TO WPTW CONN
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 12,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.0m (232.9ft)

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Structure Number: 121020002709183,  Location: 1.5 MI N OF IH 610 (Lat: 29.700800,  Lng: -95.375300),  Route carried "under" structure: State highway 288,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 146,080 (year 2013),  Truck Traffic: 6%,  Features Intersected: SH 288,  Facility Carried by Structure: US 90A (O.S.T.)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 6.151,  Lanes on structure: 5,  Lanes under structure: 13,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 121020002709294,  Location: 0.3 MI SE OF IH 610 (Lat: 29.672675,  Lng: -95.431419),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: WEST BELLFORT,  Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 9.572,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 121020002709303,  Location: 3.3 Mi SE of US 59 (Lat: 29.626036,  Lng: -95.518742),  Route carried "under" structure: ServiceState highway 8,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 24,580 (year 2012),  Features Intersected: BW 8 FR's,  Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 13.683,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 121020002709304,  Location: 1.1 MI E OF S POST OAK (Lat: 29.653394,  Lng: -95.446939),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: HIRAM CLARKE RD,  Facility Carried by Structure: US 90A NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 9.572,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 121020002709305,  Location: 1.0 MI S OF IH 610 (Lat: 29.667114,  Lng: -95.436108),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: WILLOWBEND/STELLA LINK,  Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 7.64m (25.07ft),  Kilometerpoint: 11.261,  Lanes on structure: 13,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 121020002709306,  Location: 1.1 MI E OF S POST OAK (Lat: 29.654078,  Lng: -95.446247),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: HIRAM CLARKE RD,  Facility Carried by Structure: US 90A SB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 9.630,  Lanes on structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 121020002709307,  Location: 1.35 MI E OF S POST OAK (Lat: 29.657228,  Lng: -95.442083),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: HOLMES RD & UP RR,  Facility Carried by Structure: US 90A SB
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 9.930,  Lanes on structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 121020002709308,  Location: 1.35 MI E OF S POST OAK (Lat: 29.656019,  Lng: -95.441825),  Route carried "under" structure: City street ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: HOLMES RD & UP RR,  Facility Carried by Structure: US 90A NB
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 10.266,  Lanes on structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 121020002709312,  Location: US 90A AT SOUTH POST OAK (Lat: 29.647400,  Lng: -95.463600),  Route carried "under" structure: State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: S POST OAK RD,  Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 16.46m (54.00ft),  Kilometerpoint: 0.002,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 121020002709313,  Location: US 90A AT CHIMNEY ROCK RD (Lat: 29.640400,  Lng: -95.482300),  Route carried "under" structure: State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2014),  Truck Traffic: 10%,  Features Intersected: CHIMNEY ROCK ROAD,  Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 0.002,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 96.0m (315.0ft)

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Structure Number: 121020002709314,  Location: US 90A AT HILLCROFT RD (Lat: 29.636300,  Lng: -95.493000),  Route carried "under" structure: State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: HILLCROFT RD,  Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.002,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 121020002709315,  Location: 0.7 Mi NE of BW 8 (Lat: 29.630708,  Lng: -95.507575),  Route carried "under" structure: State highway ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2012),  Truck Traffic: 1%,  Features Intersected: Fondren Rd,  Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 121020002710062,  Location: 1.6 MI S OF IH 10 (Lat: 29.753300,  Lng: -95.296200),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: BUFFALO BAYOU/ ZOLTOWSKI,  Facility Carried by Structure: US 90A NB
Minimum Vertical Clearance: 8.74m (28.67ft),  Kilometerpoint: 32.338,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.3m (270.0ft)

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Structure Number: 121020002710063,  Location: 1.6 MI S OF IH 10 (Lat: 29.753800,  Lng: -95.297400),  Route carried "under" structure: City street ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 3%,  Features Intersected: BUFFALO BAYOU/ ZOLTOWSKI,  Facility Carried by Structure: US 90A SB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 32.335,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.3m (270.0ft)

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Structure Number: 121020002710074,  Location: 1.4 MI E OF SH 288 (Lat: 29.702519,  Lng: -95.352822),  Route carried "under" structure: Alternate US 90,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 23,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: US 90A (OST),  Facility Carried by Structure: GRIGGS RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 22.579,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 121020002710084,  Location: 1.15 MI W OF IH 45 (Lat: 29.710381,  Lng: -95.331361),  Route carried "under" structure: Alternate US 90,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 9,470 (year 2013),  Truck Traffic: 6%,  Features Intersected: US 90A (OLD SPANISH TR),  Facility Carried by Structure: PRODUCE ROW
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 24.805,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 121020002710186,  Location: 0.70 MI N OF IH 45 (Lat: 29.724778,  Lng: -95.311272),  Route carried "under" structure: Alternate US 90,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 26,590 (year 2011),  Truck Traffic: 4%,  Features Intersected: US 90A (S WAYSIDE DR),  Facility Carried by Structure: LAWNDALE ST
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 27.818,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 121020002710532,  Location: 5 MI N OF IH 45 (Lat: 29.757100,  Lng: -95.294900),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Features Intersected: Clinton Dr. & UP RR,  Facility Carried by Structure: US 90A SB
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 32.860,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 121020002710533,  Location: 5 MI N OF IH 45 (Lat: 29.757100,  Lng: -95.294700),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Features Intersected: Clinton Dr. & UP RR,  Facility Carried by Structure: US 90A NB
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 32.860,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 121020002713034,  Location: INT US 59 & Westpark Toll (Lat: 29.723294,  Lng: -95.492450),  Route carried "under" structure: Other road ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 167,620 (year 2012),  Truck Traffic: 7%,  Features Intersected: Westpark Tollway,  Facility Carried by Structure: IH 69 / US 59 SBFR
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 12.416,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 121020002713049,  Location: INT US 59 & Westpark Toll (Lat: 29.723572,  Lng: -95.490786),  Route carried "under" structure: Other road ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2012),  Features Intersected: Westpark Tollway,  Facility Carried by Structure: IH 69 / US 59 NBFR
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 12.416,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 121020002713075,  Location: 3.00 MI E OF IH 610 W (Lat: 29.730800,  Lng: -95.412800),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 22,100 (year 2016),  Truck Traffic: 3%,  Features Intersected: GREENBRIAR ST,  Facility Carried by Structure: IH 69 / US 59
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 6.527,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 121020002713076,  Location: 3.10 MI E OF IH 610W (Lat: 29.730822,  Lng: -95.410683),  Route carried "under" structure: US 59,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 134,550 (year 2014),  Truck Traffic: 7%,  Features Intersected: SHEPHERD DR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.310,  Lanes on structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 121020002713081,  Location: 0.10 MI W OF SH 288 (Lat: 29.732744,  Lng: -95.375281),  Route carried "under" structure: Ramp US 59,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,920 (year 2009),  Truck Traffic: 8%,  Features Intersected: MAIN ST TO ALMEDA RD
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.002,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 121020002713088,  Location: 0.51 MI W OF IH 610 W (Lat: 29.726050,  Lng: -95.468253),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 15%,  Features Intersected: RICE AVE,  Facility Carried by Structure: US 59 NBML
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 11.983,  Lanes on structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 121020002713093,  Location: 0.55 MI E OF IH 610 W (Lat: 29.730100,  Lng: -95.541500),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,260 (year 2019),  Truck Traffic: 3%,  Features Intersected: NEWCASTLE,  Facility Carried by Structure: IH 69 / US 59
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.284,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 121020002713095,  Location: 1.25 MI E OF IH 610 W (Lat: 29.728800,  Lng: -95.441500),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 30,667 (year 2019),  Truck Traffic: 4%,  Features Intersected: WESLAYAN,  Facility Carried by Structure: IH 69 / US 59
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 9.302,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 121020002713096,  Location: 2.25 MI E OF IH 610 W (Lat: 29.729900,  Lng: -95.428300),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2019),  Truck Traffic: 3%,  Features Intersected: BUFFALO SPEEDWAY,  Facility Carried by Structure: IH 69 / US 59
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 8.010,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 121020002713097,  Location: 2.60 MI E OF IH 610 (Lat: 29.730500,  Lng: -95.418600),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 38,278 (year 2019),  Truck Traffic: 4%,  Features Intersected: KIRBY DR,  Facility Carried by Structure: IH 69 / US 59
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.086,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 12102000271311,  Location: 0.65 MI SW OF IH 45 (Lat: 29.736600,  Lng: -95.368700),  Route carried "under" structure: US 59,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 154,920 (year 2013),  Truck Traffic: 9%,  Features Intersected: US 59 & SH 288,  Facility Carried by Structure: ELGIN ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.132,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 31.7m (104.0ft)