Bridge Statistics for Houston, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 4,433Number of bridges
- 145,748ft / 44,424mTotal length
- $113,750,000Total costs
- 148,292,432Total average daily traffic
- 8,915,561Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Houston
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 91920-1929
- 131930-1939
- 371940-1949
- 1401950-1959
- 5831960-1969
- 5371970-1979
- 7781980-1989
- 9001990-1999
- 7342000-2009
- 6482010-2019
- 512020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 41950-1959
- 111960-1969
- 391970-1979
- 991980-1989
- 1111990-1999
- 742000-2009
- 642010-2019
- 62020-2022
- Bridge Condition - Deck
- 0.1%Excellent
- 6.2%Very good
- 57.4%Good
- 32.5%Satisfactory
- 3.7%Fair
- Bridge Condition - Superstructure
- 23.6%Excellent
- 49.3%Very good
- 24.0%Good
- 2.8%Satisfactory
- 0.3%Fair
- 0.2%Poor
- Bridge Condition - Substructure
- 8.1%Very good
- 61.7%Good
- 26.6%Satisfactory
- 2.9%Fair
- 0.6%Poor
- 0.1%Critical
- Bridge Condition - Channel
- 8.6%Very good
- 56.0%Good
- 29.9%Satisfactory
- 5.0%Fair
- 0.5%Poor
- Bridge Condition - Culverts
- 69.0%Very good
- 29.3%Good
- 1.7%Satisfactory
- 0.7%Fair
- 0.2%Poor
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Structure Number: 121020050003346, Location: 1.80 MI NW OF FM 1959 (Lat: 29.608261, Lng: -95.208103), Route carried "on" structure: Ramp Interstate 45, Year Built: 1996, Status: Open, Structure Length: 119.66m (392.59ft), Average Daily Traffic: 15,840 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 22,170 (year 2033), Design Load: HS 20, Features Intersected: IH 45 & BW 8
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 13.889, Lanes on structure: 1, Lanes under structure: 26, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 22, Length of Maximum Span: 75.0m (246.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 119.66m (392.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $51,000, Total Project Cost: $255,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003346, Location: 1.80 MI NW OF FM 1959 (Lat: 29.608261, Lng: -95.208103), Route carried "on" structure: Ramp Interstate 45, Year Built: 1996, Status: Open, Structure Length: 119.66m (392.59ft), Average Daily Traffic: 15,840 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 22,170 (year 2033), Design Load: HS 20, Features Intersected: IH 45 & BW 8
Minimum Vertical Clearance: 7.54m (24.74ft), Kilometerpoint: 13.889, Lanes on structure: 1, Lanes under structure: 26, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 22, Length of Maximum Span: 75.0m (246.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 119.66m (392.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $51,000, Total Project Cost: $255,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003347, Location: 1.80 MI NW OF FM 1959 (Lat: 29.604433, Lng: -95.207747), Route carried "on" structure: Ramp Interstate 8, Year Built: 1996, Status: Open, Structure Length: 175.41m (575.49ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,680 (year 2035), Design Load: HS 20, Features Intersected: IH 45 & BW 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 1, Lanes under structure: 35, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 38, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 175.41m (575.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $81,000, Total Project Cost: $403,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003347, Location: 1.80 MI NW OF FM 1959 (Lat: 29.604433, Lng: -95.207747), Route carried "on" structure: Ramp Interstate 8, Year Built: 1996, Status: Open, Structure Length: 175.41m (575.49ft), Average Daily Traffic: 6,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,680 (year 2035), Design Load: HS 20, Features Intersected: IH 45 & BW 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.889, Lanes on structure: 1, Lanes under structure: 35, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 38, Length of Maximum Span: 67.7m (222.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 175.41m (575.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $81,000, Total Project Cost: $403,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003351, Location: JCT. IH45 & BW8 SOUTH (Lat: 29.608233, Lng: -95.208233), Route carried "on" structure: Ramp Interstate 45, Year Built: 1997, Status: Open, Structure Length: 41.57m (136.38ft), Average Daily Traffic: 18,430 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 25,810 (year 2033), Design Load: HS 20, Features Intersected: IH 45 SBFR & BW 8 WBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.756, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 41.57m (136.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003351, Location: JCT. IH45 & BW8 SOUTH (Lat: 29.608233, Lng: -95.208233), Route carried "on" structure: Ramp Interstate 45, Year Built: 1997, Status: Open, Structure Length: 41.57m (136.38ft), Average Daily Traffic: 18,430 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 25,810 (year 2033), Design Load: HS 20, Features Intersected: IH 45 SBFR & BW 8 WBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.756, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 10, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 41.57m (136.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $18,000, Total Project Cost: $89,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003352, Location: JCT. OF IH45 & BW8 (Lat: 29.604314, Lng: -95.207664), Route carried "on" structure: Ramp Interstate 45, Year Built: 1997, Status: Open, Structure Length: 43.98m (144.29ft), Average Daily Traffic: 18,430 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 25,810 (year 2033), Design Load: HS 20, Features Intersected: IH 45 SBFR & BW 8 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.756, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 43.98m (144.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003352, Location: JCT. OF IH45 & BW8 (Lat: 29.604314, Lng: -95.207664), Route carried "on" structure: Ramp Interstate 45, Year Built: 1997, Status: Open, Structure Length: 43.98m (144.29ft), Average Daily Traffic: 18,430 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 25,810 (year 2033), Design Load: HS 20, Features Intersected: IH 45 SBFR & BW 8 EBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.756, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 43.98m (144.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $19,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003356, Location: 0.30 MI S OF CROSSTIMBER (Lat: 29.824694, Lng: -95.380525), Route carried "on" structure: Ramp Interstate 45, Year Built: 1999, Status: Open, Structure Length: 24.54m (80.51ft), Average Daily Traffic: 27,620 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 38,660 (year 2035), Design Load: HS 20, Features Intersected: RIGGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.498, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003356, Location: 0.30 MI S OF CROSSTIMBER (Lat: 29.824694, Lng: -95.380525), Route carried "on" structure: Ramp Interstate 45, Year Built: 1999, Status: Open, Structure Length: 24.54m (80.51ft), Average Daily Traffic: 27,620 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 38,660 (year 2035), Design Load: HS 20, Features Intersected: RIGGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.498, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 4, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003357, Location: 0.30 MI S OF CROSSTIMBER (Lat: 29.827303, Lng: -95.380656), Route carried "on" structure: Ramp Interstate 45, Year Built: 1999, Status: Open, Structure Length: 58.13m (190.72ft), Average Daily Traffic: 24,590 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 34,420 (year 2035), Design Load: HS 20, Features Intersected: IH 45 MEDIAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.498, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003357, Location: 0.30 MI S OF CROSSTIMBER (Lat: 29.827303, Lng: -95.380656), Route carried "on" structure: Ramp Interstate 45, Year Built: 1999, Status: Open, Structure Length: 58.13m (190.72ft), Average Daily Traffic: 24,590 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 34,420 (year 2035), Design Load: HS 20, Features Intersected: IH 45 MEDIAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.498, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 18, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005000336, Location: 0.80 MI SE OF FUQUA ST (Lat: 29.608958, Lng: -95.209061), Route carried "on" structure: Ramp Interstate 45, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 15,840 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 22,170 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH A-119-07-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.202, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 12102005000336, Location: 0.80 MI SE OF FUQUA ST (Lat: 29.608958, Lng: -95.209061), Route carried "on" structure: Ramp Interstate 45, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 15,840 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 22,170 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH A-119-07-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.202, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 121020050003361, Location: 0.80 MI SE OF FUQUA ST (Lat: 29.609197, Lng: -95.208839), Route carried "on" structure: Interstate 45, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 133,023 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 221,780 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH A-119-07-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.202, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 121020050003361, Location: 0.80 MI SE OF FUQUA ST (Lat: 29.609197, Lng: -95.208839), Route carried "on" structure: Interstate 45, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 133,023 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 221,780 (year 2033), Design Load: HS 20, Features Intersected: HCFCD DITCH A-119-07-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.202, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 121020050003363, Location: 0.75 MI SE OF US 90A (Lat: 29.708831, Lng: -95.306211), Route carried "on" structure: Interstate 45, Year Built: 1950, Year Reconstructed: 1983, Status: Open, Structure Length: 33.99m (111.52ft), Average Daily Traffic: 98,792 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 111,310 (year 2033), Features Intersected: GRIGGS; BROAD/MYRTLE; RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.806, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 2, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.99m (111.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $31,000, Total Project Cost: $156,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003363, Location: 0.75 MI SE OF US 90A (Lat: 29.708831, Lng: -95.306211), Route carried "on" structure: Interstate 45, Year Built: 1950, Year Reconstructed: 1983, Status: Open, Structure Length: 33.99m (111.52ft), Average Daily Traffic: 98,792 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 111,310 (year 2033), Features Intersected: GRIGGS; BROAD/MYRTLE; RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.806, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 2, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.99m (111.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $31,000, Total Project Cost: $156,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003364, Location: 2.40 MI NW OF IH 610 (Lat: 29.718278, Lng: -95.321000), Route carried "on" structure: Interstate 45, Year Built: 1949, Year Reconstructed: 1983, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 92,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Design Load: HS 20, Features Intersected: TELEPHONE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.782, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003364, Location: 2.40 MI NW OF IH 610 (Lat: 29.718278, Lng: -95.321000), Route carried "on" structure: Interstate 45, Year Built: 1949, Year Reconstructed: 1983, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 92,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Design Load: HS 20, Features Intersected: TELEPHONE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.782, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003365, Location: JCT. BW 8 & IH 45 SOUTH (Lat: 29.608475, Lng: -95.203022), Route carried "on" structure: Other road 8, Year Built: 1997, Status: Open, Structure Length: 61.72m (202.49ft), Average Daily Traffic: 18,985 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 36,480 (year 2032), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 41.079, Lanes on structure: 3, Lanes under structure: 17, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 61.72m (202.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003365, Location: JCT. BW 8 & IH 45 SOUTH (Lat: 29.608475, Lng: -95.203022), Route carried "on" structure: Other road 8, Year Built: 1997, Status: Open, Structure Length: 61.72m (202.49ft), Average Daily Traffic: 18,985 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 36,480 (year 2032), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 6.33m (20.77ft), Kilometerpoint: 41.079, Lanes on structure: 3, Lanes under structure: 17, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 61.72m (202.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003366, Location: JCT. BW 8 & IH 45 SOUTH (Lat: 29.604708, Lng: -95.207722), Route carried "on" structure: Other road 8, Year Built: 1997, Status: Open, Structure Length: 61.72m (202.49ft), Average Daily Traffic: 18,985 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 36,480 (year 2032), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 41.079, Lanes on structure: 3, Lanes under structure: 17, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 61.72m (202.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003366, Location: JCT. BW 8 & IH 45 SOUTH (Lat: 29.604708, Lng: -95.207722), Route carried "on" structure: Other road 8, Year Built: 1997, Status: Open, Structure Length: 61.72m (202.49ft), Average Daily Traffic: 18,985 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 36,480 (year 2032), Design Load: HS 20, Features Intersected: IH 45
Minimum Vertical Clearance: 6.65m (21.82ft), Kilometerpoint: 41.079, Lanes on structure: 3, Lanes under structure: 17, Toll: On toll road, Owner: State Highway Agency, Maintenance Responsibility: Local Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 61.72m (202.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003396, Location: 0.95 MI NW OF US 90A (Lat: 29.722719, Lng: -95.328864), Route carried "on" structure: Interstate 45, Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 36.82m (120.80ft), Average Daily Traffic: 92,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Features Intersected: UP RR & TELLEPSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.543, Lanes on structure: 5, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 20, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.82m (120.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,564,000, Roadway Improvement Cost: $891,000, Total Project Cost: $4,455,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003396, Location: 0.95 MI NW OF US 90A (Lat: 29.722719, Lng: -95.328864), Route carried "on" structure: Interstate 45, Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 36.82m (120.80ft), Average Daily Traffic: 92,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Features Intersected: UP RR & TELLEPSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.543, Lanes on structure: 5, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 20, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 23.6m (77.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.82m (120.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,564,000, Roadway Improvement Cost: $891,000, Total Project Cost: $4,455,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003418, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.815211, Lng: -95.376156), Route carried "on" structure: Interstate 45, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 28.32m (92.91ft), Average Daily Traffic: 117,314 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 172,130 (year 2035), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.535, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.32m (92.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $23,000, Total Project Cost: $114,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003418, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.815211, Lng: -95.376156), Route carried "on" structure: Interstate 45, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 28.32m (92.91ft), Average Daily Traffic: 117,314 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 172,130 (year 2035), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.535, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.32m (92.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $23,000, Total Project Cost: $114,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005000342, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.814194, Lng: -95.375233), Route carried "on" structure: Ramp Interstate 610, Year Built: 1961, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 16,510 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 23,110 (year 2035), Design Load: HS 20, Features Intersected: RAMP B; F; & IH 610 EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 9.440, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.08m (46.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005000342, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.814194, Lng: -95.375233), Route carried "on" structure: Ramp Interstate 610, Year Built: 1961, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 16,510 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 23,110 (year 2035), Design Load: HS 20, Features Intersected: RAMP B; F; & IH 610 EB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 9.440, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.08m (46.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003421, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.814794, Lng: -95.376525), Route carried "on" structure: Interstate 610, Year Built: 1961, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 82,560 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 115,580 (year 2035), Design Load: HS 20, Features Intersected: RP F/IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.431, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003421, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.814794, Lng: -95.376525), Route carried "on" structure: Interstate 610, Year Built: 1961, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 82,560 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 115,580 (year 2035), Design Load: HS 20, Features Intersected: RP F/IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.431, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003422, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.813886, Lng: -95.375822), Route carried "on" structure: Ramp Interstate 610, Year Built: 1961, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 16,510 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 23,110 (year 2035), Design Load: HS 20, Features Intersected: RAMP B; F; & IH 610 WB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 9.440, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003422, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.813886, Lng: -95.375822), Route carried "on" structure: Ramp Interstate 610, Year Built: 1961, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 16,510 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 23,110 (year 2035), Design Load: HS 20, Features Intersected: RAMP B; F; & IH 610 WB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 9.440, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $7,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003423, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.813219, Lng: -95.374061), Route carried "on" structure: Interstate 610, Year Built: 1961, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 82,560 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 115,580 (year 2035), Design Load: HS 20, Features Intersected: RP B/IH45 NB TO IH610 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.605, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003423, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.813219, Lng: -95.374061), Route carried "on" structure: Interstate 610, Year Built: 1961, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 82,560 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 115,580 (year 2035), Design Load: HS 20, Features Intersected: RP B/IH45 NB TO IH610 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.605, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.15m (13.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003429, Location: 2.00 MI N OF IH 10 (Lat: 29.798367, Lng: -95.371956), Route carried "on" structure: Interstate 45, Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 104,270 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 193,200 (year 2036), Design Load: HS 20, Features Intersected: W PATTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.844, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003429, Location: 2.00 MI N OF IH 10 (Lat: 29.798367, Lng: -95.371956), Route carried "on" structure: Interstate 45, Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 104,270 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 193,200 (year 2036), Design Load: HS 20, Features Intersected: W PATTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.844, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 24.6m (80.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005000343, Location: 0.60 MI S OF IH 610 (Lat: 29.804247, Lng: -95.372725), Route carried "on" structure: Interstate 45, Year Built: 1962, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 104,270 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 193,200 (year 2036), Design Load: HS 20, Features Intersected: CAVALCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.481, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005000343, Location: 0.60 MI S OF IH 610 (Lat: 29.804247, Lng: -95.372725), Route carried "on" structure: Interstate 45, Year Built: 1962, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 104,270 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 193,200 (year 2036), Design Load: HS 20, Features Intersected: CAVALCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.481, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003431, Location: 0.50 MI S OF IH 610 (Lat: 29.807803, Lng: -95.373456), Route carried "on" structure: Interstate 45, Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 104,270 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 193,200 (year 2036), Design Load: HS 20, Features Intersected: LINK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.903, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003431, Location: 0.50 MI S OF IH 610 (Lat: 29.807803, Lng: -95.373456), Route carried "on" structure: Interstate 45, Year Built: 1962, Year Reconstructed: 1980, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 104,270 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 193,200 (year 2036), Design Load: HS 20, Features Intersected: LINK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.903, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003432, Location: 0.5 Miles SE of FM 1959 (Lat: 29.575819, Lng: -95.173511), Route carried "on" structure: Interstate 45, Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 111,334 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 271,000 (year 2031), Design Load: HL 93, Features Intersected: HCFCD Ditch A119-13-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.601, Lanes on structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 80.2m (263.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 121020050003432, Location: 0.5 Miles SE of FM 1959 (Lat: 29.575819, Lng: -95.173511), Route carried "on" structure: Interstate 45, Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 111,334 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 271,000 (year 2031), Design Load: HL 93, Features Intersected: HCFCD Ditch A119-13-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.601, Lanes on structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 80.2m (263.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 121020050003433, Location: 0.43 Miles SE of FM 1959 (Lat: 29.581753, Lng: -95.180036), Route carried "on" structure: Interstate 45, Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 111,334 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 271,000 (year 2031), Design Load: HL 93, Features Intersected: HCFCD Ditch A119-12-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.488, Lanes on structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 78.6m (257.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 121020050003433, Location: 0.43 Miles SE of FM 1959 (Lat: 29.581753, Lng: -95.180036), Route carried "on" structure: Interstate 45, Year Built: 2015, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 111,334 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 271,000 (year 2031), Design Load: HL 93, Features Intersected: HCFCD Ditch A119-12-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.488, Lanes on structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 78.6m (257.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 121020050003434, Location: 0.6 Miles SE of FM 2351 (Lat: 29.563169, Lng: -95.162481), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 111,334 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 271,000 (year 2031), Design Load: HL 93, Features Intersected: HCFCD Ditch A119-02-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.355, Lanes on structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 81.4m (267.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 121020050003434, Location: 0.6 Miles SE of FM 2351 (Lat: 29.563169, Lng: -95.162481), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 111,334 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 271,000 (year 2031), Design Load: HL 93, Features Intersected: HCFCD Ditch A119-02-00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.355, Lanes on structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 81.4m (267.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 121020050003435, Location: 1.8 Miles SE Of BW 8 (Lat: 29.586814, Lng: -95.184958), Route carried "on" structure: Interstate 45, Year Built: 2014, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 59,878 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 250,730 (year 2030), Design Load: HL 93, Features Intersected: FM 1959 / Dixie Farm Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 7, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003435, Location: 1.8 Miles SE Of BW 8 (Lat: 29.586814, Lng: -95.184958), Route carried "on" structure: Interstate 45, Year Built: 2014, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 59,878 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 250,730 (year 2030), Design Load: HL 93, Features Intersected: FM 1959 / Dixie Farm Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 7, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003436, Location: 1.5 Mi NW of FM 2351 (Lat: 29.586558, Lng: -95.183761), Route carried "on" structure: Interstate 45, Year Built: 2012, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 64,763 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 250,730 (year 2030), Design Load: HL 93, Features Intersected: FM 1959 / Dixie Farm Rd
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.979, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003436, Location: 1.5 Mi NW of FM 2351 (Lat: 29.586558, Lng: -95.183761), Route carried "on" structure: Interstate 45, Year Built: 2012, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 64,763 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 250,730 (year 2030), Design Load: HL 93, Features Intersected: FM 1959 / Dixie Farm Rd
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.979, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003437, Location: 1.5 MI SE of FM1959 (Lat: 29.569789, Lng: -95.169211), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 59,878 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 127,350 (year 2031), Design Load: HL 93, Features Intersected: FM 2351(Clear Lake City)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.541, Lanes on structure: 7, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003437, Location: 1.5 MI SE of FM1959 (Lat: 29.569789, Lng: -95.169211), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 59,878 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 127,350 (year 2031), Design Load: HL 93, Features Intersected: FM 2351(Clear Lake City)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.541, Lanes on structure: 7, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 37.8m (124.0ft), Out-to-Out Width: 39.3m (128.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003438, Location: 1.5 MI SE of FM 1959 (Lat: 29.569578, Lng: -95.168681), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 64,763 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 127,350 (year 2031), Design Load: HL 93, Features Intersected: FM 2351(Clear Lake City)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.541, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003438, Location: 1.5 MI SE of FM 1959 (Lat: 29.569578, Lng: -95.168681), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 64,763 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 127,350 (year 2031), Design Load: HL 93, Features Intersected: FM 2351(Clear Lake City)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.541, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003439, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.812783, Lng: -95.374903), Route carried "on" structure: Interstate 45, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 28.32m (92.91ft), Average Daily Traffic: 103,765 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 211,500 (year 2035), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.535, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.32m (92.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $56,000, Total Project Cost: $279,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003439, Location: AT IH 45 / IH 610 N LOOP (Lat: 29.812783, Lng: -95.374903), Route carried "on" structure: Interstate 45, Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 28.32m (92.91ft), Average Daily Traffic: 103,765 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 211,500 (year 2035), Design Load: HS 20, Features Intersected: IH 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.535, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.32m (92.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $56,000, Total Project Cost: $279,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005000344, Location: IH 45 and SS 261 (Lat: 29.874031, Lng: -95.412431), Route carried "on" structure: Ramp State highway 261, Year Built: 2015, Status: Open, Structure Length: 23.90m (78.41ft), Average Daily Traffic: 22,882 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,900 (year 2035), Design Load: HL 93, Features Intersected: VETERANS MEM. & SHEPHERD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.285, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102005000344, Location: IH 45 and SS 261 (Lat: 29.874031, Lng: -95.412431), Route carried "on" structure: Ramp State highway 261, Year Built: 2015, Status: Open, Structure Length: 23.90m (78.41ft), Average Daily Traffic: 22,882 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,900 (year 2035), Design Load: HL 93, Features Intersected: VETERANS MEM. & SHEPHERD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.285, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003441, Location: 0.35 Miles South of IH 45 (Lat: 29.869031, Lng: -95.412639), Route carried "on" structure: Ramp State highway 261, Year Built: 2015, Status: Open, Structure Length: 26.15m (85.79ft), Average Daily Traffic: 22,882 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,900 (year 2035), Design Load: HL 93, Features Intersected: W Little York Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003441, Location: 0.35 Miles South of IH 45 (Lat: 29.869031, Lng: -95.412639), Route carried "on" structure: Ramp State highway 261, Year Built: 2015, Status: Open, Structure Length: 26.15m (85.79ft), Average Daily Traffic: 22,882 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 14,900 (year 2035), Design Load: HL 93, Features Intersected: W Little York Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003442, Location: 1.27 Miles S. of SH 249 (Lat: 29.873989, Lng: -95.412211), Route carried "on" structure: Ramp State highway 261, Year Built: 2015, Status: Open, Structure Length: 64.98m (213.19ft), Average Daily Traffic: 10,700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 14,900 (year 2035), Design Load: HL 93, Features Intersected: IH 45; Spur 261 NB; V.M.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 1, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 8, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003442, Location: 1.27 Miles S. of SH 249 (Lat: 29.873989, Lng: -95.412211), Route carried "on" structure: Ramp State highway 261, Year Built: 2015, Status: Open, Structure Length: 64.98m (213.19ft), Average Daily Traffic: 10,700 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 14,900 (year 2035), Design Load: HL 93, Features Intersected: IH 45; Spur 261 NB; V.M.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 1, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 8, Length of Maximum Span: 73.2m (240.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003444, Location: 4.80 MI SE OF BW 8 (Lat: 29.553319, Lng: -95.153442), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 68,159 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 71,650 (year 2033), Design Load: HL 93, Features Intersected: EL DORADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 28.9m (94.8ft), Out-to-Out Width: 39.4m (129.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003444, Location: 4.80 MI SE OF BW 8 (Lat: 29.553319, Lng: -95.153442), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 68,159 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 71,650 (year 2033), Design Load: HL 93, Features Intersected: EL DORADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 28.9m (94.8ft), Out-to-Out Width: 39.4m (129.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003445, Location: 4.80 MI SE OF BW 8 (Lat: 29.553522, Lng: -95.154364), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 59,878 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 71,650 (year 2033), Design Load: HL 93, Features Intersected: EL DORADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003445, Location: 4.80 MI SE OF BW 8 (Lat: 29.553522, Lng: -95.154364), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 59,878 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 71,650 (year 2033), Design Load: HL 93, Features Intersected: EL DORADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003448, Location: IH 45 AT SH 35 (Lat: 29.696331, Lng: -95.291889), Route carried "on" structure: Ramp Interstate 45, Year Built: 2020, Status: Open, Structure Length: 20.74m (68.04ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,696 (year 2036), Design Load: HL 93, Features Intersected: IH 610 FRs
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003448, Location: IH 45 AT SH 35 (Lat: 29.696331, Lng: -95.291889), Route carried "on" structure: Ramp Interstate 45, Year Built: 2020, Status: Open, Structure Length: 20.74m (68.04ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,696 (year 2036), Design Load: HL 93, Features Intersected: IH 610 FRs
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003449, Location: IH 45 AT IH 610 (Lat: 29.698253, Lng: -95.292364), Route carried "on" structure: Ramp Interstate 45, Year Built: 2020, Status: Open, Structure Length: 93.14m (305.58ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,696 (year 2036), Design Load: HL 93, Features Intersected: IH610 CONN;IH45SBFR
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 30, Length of Maximum Span: 69.6m (228.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003449, Location: IH 45 AT IH 610 (Lat: 29.698253, Lng: -95.292364), Route carried "on" structure: Ramp Interstate 45, Year Built: 2020, Status: Open, Structure Length: 93.14m (305.58ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 13,696 (year 2036), Design Load: HL 93, Features Intersected: IH610 CONN;IH45SBFR
Minimum Vertical Clearance: 5.34m (17.52ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 30, Length of Maximum Span: 69.6m (228.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005000345, Location: CULLEN BLVD AT US 59NB DC (Lat: 29.731761, Lng: -95.340542), Route carried "on" structure: Ramp City street , Year Built: 2019, Status: Open, Structure Length: 24.41m (80.09ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,600 (year 2036), Design Load: HS 20, Features Intersected: CULLEN BLVD; IH45 NBFR, Facility Carried by Structure: CULLEN BLVD ENT LP
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005000345, Location: CULLEN BLVD AT US 59NB DC (Lat: 29.731761, Lng: -95.340542), Route carried "on" structure: Ramp City street , Year Built: 2019, Status: Open, Structure Length: 24.41m (80.09ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 15,600 (year 2036), Design Load: HS 20, Features Intersected: CULLEN BLVD; IH45 NBFR, Facility Carried by Structure: CULLEN BLVD ENT LP
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 121020050003451, Location: 0.1 MI N. of IH 10 (Lat: 29.771569, Lng: -95.365072), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 49.19m (161.38ft), Average Daily Traffic: 125,804 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 196,600 (year 2030), Design Load: HL 93, Features Intersected: White Oak Bayou
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 40.053, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: 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 ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003451, Location: 0.1 MI N. of IH 10 (Lat: 29.771569, Lng: -95.365072), Route carried "on" structure: Interstate 45, Year Built: 2016, Status: Open, Structure Length: 49.19m (161.38ft), Average Daily Traffic: 125,804 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 196,600 (year 2030), Design Load: HL 93, Features Intersected: White Oak Bayou
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 40.053, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: 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 ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 121020050003539, Location: IH 45 AT US 59 (Lat: 29.742806, Lng: -95.358131), Route carried "on" structure: Ramp Interstate 45, Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 53.37m (175.10ft), Average Daily Traffic: 54,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75,600 (year 2036), Design Load: HS 20, Features Intersected: CITY STREETS
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 25, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 9, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003539, Location: IH 45 AT US 59 (Lat: 29.742806, Lng: -95.358131), Route carried "on" structure: Ramp Interstate 45, Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 53.37m (175.10ft), Average Daily Traffic: 54,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75,600 (year 2036), Design Load: HS 20, Features Intersected: CITY STREETS
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 25, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 9, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12102005000354, Location: IH 45 AT US 59 (Lat: 29.742711, Lng: -95.358214), Route carried "on" structure: Ramp Interstate 45, Year Built: 1974, Year Reconstructed: 2020, Status: Open, Structure Length: 68.24m (223.88ft), Average Daily Traffic: 54,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75,600 (year 2036), Design Load: HS 20, Features Intersected: IH45SB; US59NB; STREETS
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 30, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005000354, Location: IH 45 AT US 59 (Lat: 29.742711, Lng: -95.358214), Route carried "on" structure: Ramp Interstate 45, Year Built: 1974, Year Reconstructed: 2020, Status: Open, Structure Length: 68.24m (223.88ft), Average Daily Traffic: 54,300 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 75,600 (year 2036), Design Load: HS 20, Features Intersected: IH45SB; US59NB; STREETS
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 30, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place