Bridge Statistics for Missouri City, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11960-1969
- 71970-1979
- 131980-1989
- 81990-1999
- 232000-2009
- 72010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 5.4%Very good
- 75.7%Good
- 16.2%Satisfactory
- 2.7%Fair
- Bridge Condition - Superstructure
- 2.6%Excellent
- 33.3%Very good
- 59.0%Good
- 5.1%Satisfactory
- Bridge Condition - Substructure
- 7.7%Very good
- 82.1%Good
- 10.3%Satisfactory
- Bridge Condition - Channel
- 12.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 8.0%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 120800R01107006, Location: 0.25 MI S OF SH 6 (Lat: 29.535033, Lng: -95.535025), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,500 (year 2015), Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: OYSTER CREEK, Facility Carried by Structure: SIENNA PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 120800R01107006, Location: 0.25 MI S OF SH 6 (Lat: 29.535033, Lng: -95.535025), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,500 (year 2015), Average Future Daily Traffic: 3,000 (year 2035), Features Intersected: OYSTER CREEK, Facility Carried by Structure: SIENNA PKWY SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800R01225001, Location: 0.26 MI S OF FM 2234 (Lat: 29.576239, Lng: -95.522608), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 710 (year 2013), Average Future Daily Traffic: 1,000 (year 2033), Design Load: HS 20, Features Intersected: AMERICAN CANAL, Facility Carried by Structure: TURTLE CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very 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
Structure Number: 120800R01225001, Location: 0.26 MI S OF FM 2234 (Lat: 29.576239, Lng: -95.522608), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 710 (year 2013), Average Future Daily Traffic: 1,000 (year 2033), Design Load: HS 20, Features Intersected: AMERICAN CANAL, Facility Carried by Structure: TURTLE CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Very 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: 120800R01254001, Location: 0.3 MI N OF SH 6 (Lat: 29.538728, Lng: -95.513769), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,800 (year 2010), Average Future Daily Traffic: 3,000 (year 2030), Features Intersected: MUD 47 DRAINAGE DITCH, Facility Carried by Structure: VICKSBURG BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 33.5m (109.9ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 120800R01254001, Location: 0.3 MI N OF SH 6 (Lat: 29.538728, Lng: -95.513769), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,800 (year 2010), Average Future Daily Traffic: 3,000 (year 2030), Features Intersected: MUD 47 DRAINAGE DITCH, Facility Carried by Structure: VICKSBURG BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 33.5m (109.9ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 120800R02737001, Location: 1.7 MI W OF SIENNA PKWY (Lat: 29.529061, Lng: -95.562639), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 500 (year 2013), Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: FLAT BANK CREEK, Facility Carried by Structure: LJ PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.2m (63.0ft)
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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800R02737001, Location: 1.7 MI W OF SIENNA PKWY (Lat: 29.529061, Lng: -95.562639), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 500 (year 2013), Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: FLAT BANK CREEK, Facility Carried by Structure: LJ PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.2m (63.0ft)
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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 120800TOL020321, Location: 0.5 Mi E of Sienna Pkway (Lat: 29.527319, Lng: -95.525600), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 13,000 (year 2013), Average Future Daily Traffic: 18,000 (year 2035), Design Load: HL 93, Features Intersected: Oyster Creek, Facility Carried by Structure: Ft Bnd Pkwy Tol Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 120800TOL020321, Location: 0.5 Mi E of Sienna Pkway (Lat: 29.527319, Lng: -95.525600), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 13,000 (year 2013), Average Future Daily Traffic: 18,000 (year 2035), Design Load: HL 93, Features Intersected: Oyster Creek, Facility Carried by Structure: Ft Bnd Pkwy Tol Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 22.7m (74.5ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020325601157, Location: 0.9 MI NW OF US 90A (Lat: 29.635817, Lng: -95.529544), Route carried "on" structure: Other road 8, Year Built: 1988, Year Reconstructed: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 123,680 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 221,920 (year 2032), Features Intersected: HCFCD Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 51.8m (169.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 121020325601157, Location: 0.9 MI NW OF US 90A (Lat: 29.635817, Lng: -95.529544), Route carried "on" structure: Other road 8, Year Built: 1988, Year Reconstructed: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 123,680 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 221,920 (year 2032), Features Intersected: HCFCD Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 12, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 51.8m (169.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 121020325604298, Location: 3.3 Mi SE of US 59 (Lat: 29.627100, Lng: -95.518558), Route carried "on" structure: Ramp State highway 8, Year Built: 1998, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,000 (year 2012), Average Future Daily Traffic: 10,000 (year 2032), Design Load: HS 20, Features Intersected: BW 8 WBFR
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020325604298, Location: 3.3 Mi SE of US 59 (Lat: 29.627100, Lng: -95.518558), Route carried "on" structure: Ramp State highway 8, Year Built: 1998, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,000 (year 2012), Average Future Daily Traffic: 10,000 (year 2032), Design Load: HS 20, Features Intersected: BW 8 WBFR
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $3,000, Total Project Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020325604299, Location: 3.3 Mi SE of US 59 (Lat: 29.626853, Lng: -95.518883), Route carried "on" structure: Ramp State highway 8, Year Built: 1998, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 5,000 (year 2012), Average Future Daily Traffic: 10,000 (year 2032), Design Load: HS 20, Features Intersected: BW 8 EBFR
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020325604299, Location: 3.3 Mi SE of US 59 (Lat: 29.626853, Lng: -95.518883), Route carried "on" structure: Ramp State highway 8, Year Built: 1998, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 5,000 (year 2012), Average Future Daily Traffic: 10,000 (year 2032), Design Load: HS 20, Features Intersected: BW 8 EBFR
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020325604319, Location: 1.1 MI NW OF US 90A (Lat: 29.637014, Lng: -95.530522), Route carried "on" structure: Other road 8, Year Built: 2001, Year Reconstructed: 2013, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 12,290 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 19,500 (year 2032), Design Load: HS 20, Features Intersected: S Gessner Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.987, Lanes on structure: 8, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 42.1m (138.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020325604319, Location: 1.1 MI NW OF US 90A (Lat: 29.637014, Lng: -95.530522), Route carried "on" structure: Other road 8, Year Built: 2001, Year Reconstructed: 2013, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 12,290 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 19,500 (year 2032), Design Load: HS 20, Features Intersected: S Gessner Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.987, Lanes on structure: 8, Lanes under structure: 10, Toll: On toll road, Owner: Local Toll Authority, Approaching Roadway Width: 42.1m (138.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 42.1m (138.1ft), Out-to-Out Width: 43.5m (142.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020R00525001, Location: 0.24 MI E OF MCLAIN BLVD (Lat: 29.634194, Lng: -95.515314), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,840 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: WILLOW WATERHOLE BAYOU, Facility Carried by Structure: GREGORY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 24.3m (79.7ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020R00525001, Location: 0.24 MI E OF MCLAIN BLVD (Lat: 29.634194, Lng: -95.515314), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,840 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: WILLOW WATERHOLE BAYOU, Facility Carried by Structure: GREGORY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 24.3m (79.7ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020R00540001, Location: 0.2 MI E OF MCLAIN BLVD (Lat: 29.631461, Lng: -95.515417), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 770 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: WILLOW WATERHOLE BAYOU, Facility Carried by Structure: HAMPTON CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Satisfactory, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020R00540001, Location: 0.2 MI E OF MCLAIN BLVD (Lat: 29.631461, Lng: -95.515417), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 770 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: WILLOW WATERHOLE BAYOU, Facility Carried by Structure: HAMPTON CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Channel: Satisfactory, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 121020R00725001, Location: .3MI S OF W AIRPORT BLVD (Lat: 29.638042, Lng: -95.518792), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,530 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: MCLAIN BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020R00725001, Location: .3MI S OF W AIRPORT BLVD (Lat: 29.638042, Lng: -95.518792), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,530 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: MCLAIN BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020R00725002, Location: 0.3 MI S OF W.AIRPORT BLV (Lat: 29.638006, Lng: -95.518728), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,530 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: MCLAIN BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020R00725002, Location: 0.3 MI S OF W.AIRPORT BLV (Lat: 29.638006, Lng: -95.518728), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,530 (year 2011), Average Future Daily Traffic: 500 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: MCLAIN BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020R01062001, Location: .25MI.S.OF CITY LIMITS (Lat: 29.638094, Lng: -95.516128), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 360 (year 2011), Average Future Daily Traffic: 575 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIVA RIDGE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020R01062001, Location: .25MI.S.OF CITY LIMITS (Lat: 29.638094, Lng: -95.516128), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 360 (year 2011), Average Future Daily Traffic: 575 (year 2031), Features Intersected: HCFCD DITCH, Facility Carried by Structure: RIVA RIDGE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 120800002708031, Location: 1.2 Mi SW of BW 8 (Lat: 29.618881, Lng: -95.538158), Route carried "under" structure: State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 39,600 (year 2013), Truck Traffic: 10%, Features Intersected: S Gessner Rd, Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 0.002, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Orthotropic, Length of Maximum Span: 44.5m (146.0ft)
Structure Number: 120800002708031, Location: 1.2 Mi SW of BW 8 (Lat: 29.618881, Lng: -95.538158), Route carried "under" structure: State highway , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 39,600 (year 2013), Truck Traffic: 10%, Features Intersected: S Gessner Rd, Facility Carried by Structure: US 90A
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 0.002, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Orthotropic, Length of Maximum Span: 44.5m (146.0ft)
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Structure Number: 120800019201057, Location: 3.6 MI S OF FM 2234 (Lat: 29.530836, Lng: -95.507142), Route carried "under" structure: State highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 5%, Features Intersected: Fort Bend Pkwy, Facility Carried by Structure: SH 6
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.002, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 120800019201057, Location: 3.6 MI S OF FM 2234 (Lat: 29.530836, Lng: -95.507142), Route carried "under" structure: State highway , Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2013), Truck Traffic: 5%, Features Intersected: Fort Bend Pkwy, Facility Carried by Structure: SH 6
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.002, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 121020325604298, Location: 3.3 Mi SE of US 59 (Lat: 29.627100, Lng: -95.518558), Route carried "under" structure: ServiceState highway 8, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 9,755 (year 2012), Truck Traffic: 7%, Features Intersected: BW 8 WBFR
Minimum Vertical Clearance: 6.76m (22.18ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 121020325604298, Location: 3.3 Mi SE of US 59 (Lat: 29.627100, Lng: -95.518558), Route carried "under" structure: ServiceState highway 8, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 9,755 (year 2012), Truck Traffic: 7%, Features Intersected: BW 8 WBFR
Minimum Vertical Clearance: 6.76m (22.18ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 121020325604299, Location: 3.3 Mi SE of US 59 (Lat: 29.626853, Lng: -95.518883), Route carried "under" structure: ServiceState highway 8, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 9,755 (year 2012), Truck Traffic: 7%, Features Intersected: BW 8 EBFR
Minimum Vertical Clearance: 6.73m (22.08ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 121020325604299, Location: 3.3 Mi SE of US 59 (Lat: 29.626853, Lng: -95.518883), Route carried "under" structure: ServiceState highway 8, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 9,755 (year 2012), Truck Traffic: 7%, Features Intersected: BW 8 EBFR
Minimum Vertical Clearance: 6.73m (22.08ft), Kilometerpoint: 13.396, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 121020325604319, Location: 1.1 MI NW OF US 90A (Lat: 29.637014, Lng: -95.530522), Route carried "under" structure: City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Features Intersected: S Gessner Rd, Facility Carried by Structure: BW 8
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 2.987, Lanes on structure: 8, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 121020325604319, Location: 1.1 MI NW OF US 90A (Lat: 29.637014, Lng: -95.530522), Route carried "under" structure: City street , Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 5%, Features Intersected: S Gessner Rd, Facility Carried by Structure: BW 8
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 2.987, Lanes on structure: 8, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)