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
Find on map >> Show street view
Structure Number: 121020050003214, Location: 0.10 MI N OF DALLAS ST (Lat: 29.760703, Lng: -95.372972), Route carried "on" structure: Ramp Interstate 45, Year Built: 1962, Status: Open, Structure Length: 32.19m (105.61ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BYU;ALLEN PKWY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 38.458, Lanes on structure: 2, Lanes under structure: 9, 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: 7, Number Of Approach Spans: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.19m (105.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $15,000, Total Project Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003214, Location: 0.10 MI N OF DALLAS ST (Lat: 29.760703, Lng: -95.372972), Route carried "on" structure: Ramp Interstate 45, Year Built: 1962, Status: Open, Structure Length: 32.19m (105.61ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BYU;ALLEN PKWY
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 38.458, Lanes on structure: 2, Lanes under structure: 9, 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: 7, Number Of Approach Spans: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.19m (105.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $15,000, Total Project Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003215, Location: 0.10 MI N OF ALLEN PKWY (Lat: 29.761939, Lng: -95.371750), Route carried "on" structure: Ramp Interstate 45, Year Built: 1962, Status: Open, Structure Length: 19.96m (65.49ft), Average Daily Traffic: 25,503 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.520, Lanes on structure: 2, Lanes under structure: 4, 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: 3, Number Of Approach Spans: 10, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.96m (65.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003215, Location: 0.10 MI N OF ALLEN PKWY (Lat: 29.761939, Lng: -95.371750), Route carried "on" structure: Ramp Interstate 45, Year Built: 1962, Status: Open, Structure Length: 19.96m (65.49ft), Average Daily Traffic: 25,503 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: BUFFALO BYU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.520, Lanes on structure: 2, Lanes under structure: 4, 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: 3, Number Of Approach Spans: 10, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.96m (65.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $10,000, Total Project Cost: $49,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003216, Location: SW OF DOWNTOWN HOUSTON (Lat: 29.755422, Lng: -95.374558), Route carried "on" structure: Interstate 45, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 228.02m (748.10ft), Average Daily Traffic: 103,563 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Design Load: HS 20, Features Intersected: US 59 & MISC ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.361, Lanes on structure: 3, Lanes under structure: 99, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 102, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, 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: 228.02m (748.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $718,000, Roadway Improvement Cost: $180,000, Total Project Cost: $898,000, Deck Structure Type: Corrugated Steel
Structure Number: 121020050003216, Location: SW OF DOWNTOWN HOUSTON (Lat: 29.755422, Lng: -95.374558), Route carried "on" structure: Interstate 45, Year Built: 1967, Year Reconstructed: 1996, Status: Open, Structure Length: 228.02m (748.10ft), Average Daily Traffic: 103,563 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Design Load: HS 20, Features Intersected: US 59 & MISC ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.361, Lanes on structure: 3, Lanes under structure: 99, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 102, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, 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: 228.02m (748.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Bridge Improvement Cost: $718,000, Roadway Improvement Cost: $180,000, Total Project Cost: $898,000, Deck Structure Type: Corrugated Steel
Find on map >> Show street view
Structure Number: 121020050003217, Location: 0.20 MI N OF DALLAS ST (Lat: 29.760367, Lng: -95.373900), Route carried "on" structure: Ramp Interstate 45, Year Built: 1955, Status: Open, Structure Length: 13.50m (44.29ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: ALLEN PARKWAY
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 38.005, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 13.50m (44.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003217, Location: 0.20 MI N OF DALLAS ST (Lat: 29.760367, Lng: -95.373900), Route carried "on" structure: Ramp Interstate 45, Year Built: 1955, Status: Open, Structure Length: 13.50m (44.29ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: ALLEN PARKWAY
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 38.005, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 7, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 13.50m (44.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003218, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697289, Lng: -95.289975), Route carried "on" structure: Ramp Interstate 45, Year Built: 1951, Year Reconstructed: 1981, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 15,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 22,260 (year 2033), Features Intersected: IH 610 WB FR & HOV
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 27.021, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003218, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697289, Lng: -95.289975), Route carried "on" structure: Ramp Interstate 45, Year Built: 1951, Year Reconstructed: 1981, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 15,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 22,260 (year 2033), Features Intersected: IH 610 WB FR & HOV
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 27.021, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003222, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697678, Lng: -95.288850), Route carried "on" structure: Interstate 45, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 82,717 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Features Intersected: IH 610 WB FR
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 26.960, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003222, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697678, Lng: -95.288850), Route carried "on" structure: Interstate 45, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 82,717 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Features Intersected: IH 610 WB FR
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 26.960, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003223, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696581, Lng: -95.287572), Route carried "on" structure: Interstate 45, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 208,346 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Features Intersected: CONN IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.804, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Corrugated Steel
Structure Number: 121020050003223, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696581, Lng: -95.287572), Route carried "on" structure: Interstate 45, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 208,346 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Features Intersected: CONN IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.804, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $4,000, Total Project Cost: $21,000, Deck Structure Type: Corrugated Steel
Find on map >> Show street view
Structure Number: 121020050003224, Location: 2.00 MI NW OF IH 610 (Lat: 29.715108, Lng: -95.315461), Route carried "on" structure: Interstate 45, Year Built: 1949, Year Reconstructed: 1983, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 159,020 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 222,630 (year 2033), Design Load: HS 20, Features Intersected: US 90A (S WAYSIDE DR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.167, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 49.6m (162.7ft), Out-to-Out Width: 50.4m (165.4ft)
Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003224, Location: 2.00 MI NW OF IH 610 (Lat: 29.715108, Lng: -95.315461), Route carried "on" structure: Interstate 45, Year Built: 1949, Year Reconstructed: 1983, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 159,020 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 222,630 (year 2033), Design Load: HS 20, Features Intersected: US 90A (S WAYSIDE DR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.167, Lanes on structure: 11, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 49.4m (162.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 49.6m (162.7ft), Out-to-Out Width: 50.4m (165.4ft)
Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.90m (29.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003227, Location: IH 45/US 59 INTERCHANGE (Lat: 29.745747, Lng: -95.361844), Route carried "on" structure: Ramp Interstate 45, Year Built: 1972, Status: Open, Structure Length: 65.47m (214.80ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB & MISC ST
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 35.987, Lanes on structure: 1, Lanes under structure: 27, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 25, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 6.5m (21.3ft), 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 65.47m (214.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $23,000, Total Project Cost: $113,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003227, Location: IH 45/US 59 INTERCHANGE (Lat: 29.745747, Lng: -95.361844), Route carried "on" structure: Ramp Interstate 45, Year Built: 1972, Status: Open, Structure Length: 65.47m (214.80ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB & MISC ST
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 35.987, Lanes on structure: 1, Lanes under structure: 27, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 25, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 6.5m (21.3ft), 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 65.47m (214.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $23,000, Total Project Cost: $113,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003229, Location: SW OF DOWNTOWN HOUSTON (Lat: 29.755419, Lng: -95.374828), Route carried "on" structure: Interstate 45, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 228.11m (748.39ft), Average Daily Traffic: 124,161 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Design Load: HS 20, Features Intersected: US 59 & MISC ST
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 35.361, Lanes on structure: 3, Lanes under structure: 99, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 101, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 228.11m (748.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020050003229, Location: SW OF DOWNTOWN HOUSTON (Lat: 29.755419, Lng: -95.374828), Route carried "on" structure: Interstate 45, Year Built: 1967, Year Reconstructed: 1997, Status: Open, Structure Length: 228.11m (748.39ft), Average Daily Traffic: 124,161 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Design Load: HS 20, Features Intersected: US 59 & MISC ST
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 35.361, Lanes on structure: 3, Lanes under structure: 99, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 101, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 228.11m (748.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel
Find on map >> Show street view
Structure Number: 121020050003236, Location: IH 45/US 59 INTERCHANGE (Lat: 29.744492, Lng: -95.363981), Route carried "on" structure: Ramp Interstate 45, Year Built: 1974, Status: Open, Structure Length: 27.55m (90.39ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB & MISC ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.086, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003236, Location: IH 45/US 59 INTERCHANGE (Lat: 29.744492, Lng: -95.363981), Route carried "on" structure: Ramp Interstate 45, Year Built: 1974, Status: Open, Structure Length: 27.55m (90.39ft), Average Daily Traffic: 21,580 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 30,220 (year 2033), Design Load: HS 20, Features Intersected: US 59 SB & MISC ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.086, Lanes on structure: 2, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12102005000324, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.698475, Lng: -95.289128), Route carried "on" structure: Ramp Interstate 45, Year Built: 1981, Status: Open, Structure Length: 21.67m (71.10ft), Average Daily Traffic: 130 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 190 (year 2030), Design Load: HS 20, Features Intersected: IH 45 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005000324, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.698475, Lng: -95.289128), Route carried "on" structure: Ramp Interstate 45, Year Built: 1981, Status: Open, Structure Length: 21.67m (71.10ft), Average Daily Traffic: 130 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 190 (year 2030), Design Load: HS 20, Features Intersected: IH 45 NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.989, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003241, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696422, Lng: -95.286803), Route carried "on" structure: Ramp Interstate 610, Year Built: 1981, Status: Open, Structure Length: 53.46m (175.39ft), Average Daily Traffic: 31,632 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2028), Design Load: HS 20, Features Intersected: IH 610 & IH 45 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.372, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 14, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020050003241, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696422, Lng: -95.286803), Route carried "on" structure: Ramp Interstate 610, Year Built: 1981, Status: Open, Structure Length: 53.46m (175.39ft), Average Daily Traffic: 31,632 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2028), Design Load: HS 20, Features Intersected: IH 610 & IH 45 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.372, Lanes on structure: 2, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 14, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel
Find on map >> Show street view
Structure Number: 121020050003242, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696769, Lng: -95.286203), Route carried "on" structure: Ramp Interstate 45, Year Built: 1981, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: EXIT TO BROADWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.619, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020050003242, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696769, Lng: -95.286203), Route carried "on" structure: Ramp Interstate 45, Year Built: 1981, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: EXIT TO BROADWAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.619, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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
Find on map >> Show street view
Structure Number: 121020050003245, Location: 1.0 MI SE OF US 90A (Lat: 29.707250, Lng: -95.303994), Route carried "on" structure: Ramp Interstate 45, Year Built: 1983, Status: Open, Structure Length: 21.98m (72.11ft), Average Daily Traffic: 15,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 22,260 (year 2033), Design Load: HS 20, Features Intersected: IH 45 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.936, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003245, Location: 1.0 MI SE OF US 90A (Lat: 29.707250, Lng: -95.303994), Route carried "on" structure: Ramp Interstate 45, Year Built: 1983, Status: Open, Structure Length: 21.98m (72.11ft), Average Daily Traffic: 15,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 22,260 (year 2033), Design Load: HS 20, Features Intersected: IH 45 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.936, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003257, Location: IH 45 @ ELGIN ST. (Lat: 29.727661, Lng: -95.336706), Route carried "on" structure: Ramp Other road 45, Year Built: 1960, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2033), Features Intersected: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.378, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003257, Location: IH 45 @ ELGIN ST. (Lat: 29.727661, Lng: -95.336706), Route carried "on" structure: Ramp Other road 45, Year Built: 1960, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2033), Features Intersected: ELGIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.378, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12102005000326, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.698764, Lng: -95.291836), Route carried "on" structure: Interstate 45, Year Built: 1977, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 98,792 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 111,310 (year 2033), Design Load: HS 20, Features Intersected: HOV ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.331, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005000326, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.698764, Lng: -95.291836), Route carried "on" structure: Interstate 45, Year Built: 1977, Status: Open, Structure Length: 14.17m (46.49ft), Average Daily Traffic: 98,792 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 111,310 (year 2033), Design Load: HS 20, Features Intersected: HOV ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.331, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003261, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697478, Lng: -95.289372), Route carried "on" structure: Interstate 45, Year Built: 1977, Year Reconstructed: 1998, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 98,792 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Design Load: HS 20, Features Intersected: IH 610 WB FR & HOV ACCES
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 26.965, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003261, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697478, Lng: -95.289372), Route carried "on" structure: Interstate 45, Year Built: 1977, Year Reconstructed: 1998, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 98,792 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Design Load: HS 20, Features Intersected: IH 610 WB FR & HOV ACCES
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 26.965, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003262, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696414, Lng: -95.288269), Route carried "on" structure: Interstate 45, Year Built: 1977, Year Reconstructed: 1998, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 113,880 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Design Load: HS 20, Features Intersected: CONN IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.771, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 121020050003262, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696414, Lng: -95.288269), Route carried "on" structure: Interstate 45, Year Built: 1977, Year Reconstructed: 1998, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 113,880 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 169,220 (year 2033), Design Load: HS 20, Features Intersected: CONN IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.771, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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
Find on map >> Show street view
Structure Number: 121020050003263, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696372, Lng: -95.289633), Route carried "on" structure: Ramp Interstate 610, Year Built: 1977, Status: Open, Structure Length: 26.18m (85.89ft), Average Daily Traffic: 24,136 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2028), Design Load: HS 20, Features Intersected: IH 45 SB FR & OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.915, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 121020050003263, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696372, Lng: -95.289633), Route carried "on" structure: Ramp Interstate 610, Year Built: 1977, Status: Open, Structure Length: 26.18m (85.89ft), Average Daily Traffic: 24,136 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2028), Design Load: HS 20, Features Intersected: IH 45 SB FR & OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.915, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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
Find on map >> Show street view
Structure Number: 121020050003264, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696372, Lng: -95.287728), Route carried "on" structure: Ramp Interstate 45, Year Built: 1973, Status: Open, Structure Length: 22.34m (73.29ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: IH45SB HOV & SBtoEB CONN
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 26.638, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.34m (73.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $10,000, Total Project Cost: $51,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003264, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696372, Lng: -95.287728), Route carried "on" structure: Ramp Interstate 45, Year Built: 1973, Status: Open, Structure Length: 22.34m (73.29ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: IH45SB HOV & SBtoEB CONN
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 26.638, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.5m (31.2ft)
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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.34m (73.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $10,000, Total Project Cost: $51,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003265, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697669, Lng: -95.285064), Route carried "on" structure: Ramp Interstate 610, Year Built: 1977, Status: Open, Structure Length: 29.69m (97.41ft), Average Daily Traffic: 14,090 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2028), Design Load: HS 20, Features Intersected: IH 45/IH 610 CONNS
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 34.448, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 121020050003265, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697669, Lng: -95.285064), Route carried "on" structure: Ramp Interstate 610, Year Built: 1977, Status: Open, Structure Length: 29.69m (97.41ft), Average Daily Traffic: 14,090 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 19,720 (year 2028), Design Load: HS 20, Features Intersected: IH 45/IH 610 CONNS
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 34.448, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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
Find on map >> Show street view
Structure Number: 121020050003266, Location: 1.80 MI SE OF US 59 (Lat: 29.728897, Lng: -95.337061), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 46.57m (152.79ft), Average Daily Traffic: 22,370 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 31,310 (year 2034), Design Load: HS 20, Features Intersected: SP 5 NB CONN; RR; ELGIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.642, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003266, Location: 1.80 MI SE OF US 59 (Lat: 29.728897, Lng: -95.337061), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 46.57m (152.79ft), Average Daily Traffic: 22,370 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 31,310 (year 2034), Design Load: HS 20, Features Intersected: SP 5 NB CONN; RR; ELGIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.642, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003267, Location: IH 45 @ SH 35 (INTERCHG) (Lat: 29.699178, Lng: -95.292028), Route carried "on" structure: Interstate 45, Year Built: 1951, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 156,215 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 222,630 (year 2033), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.319, Lanes on structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 83.8m (274.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
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: 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: 121020050003267, Location: IH 45 @ SH 35 (INTERCHG) (Lat: 29.699178, Lng: -95.292028), Route carried "on" structure: Interstate 45, Year Built: 1951, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 156,215 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 222,630 (year 2033), Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.319, Lanes on structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 83.8m (274.9ft), Skew: 39 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Find on map >> Show street view
Structure Number: 121020050003269, Location: 2.00 MI SE OF US 59 (Lat: 29.725775, Lng: -95.333136), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 47.85m (156.99ft), Average Daily Traffic: 22,370 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 31,310 (year 2034), Features Intersected: IH 45 NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.335, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 19, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003269, Location: 2.00 MI SE OF US 59 (Lat: 29.725775, Lng: -95.333136), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 47.85m (156.99ft), Average Daily Traffic: 22,370 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 31,310 (year 2034), Features Intersected: IH 45 NBML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.335, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 19, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 12102005000327, Location: 1.10 MI S OF US 59 (Lat: 29.735569, Lng: -95.346625), Route carried "on" structure: Ramp State highway 5, Year Built: 1985, Status: Posted for load, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 7,340 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 14,680 (year 2031), Design Load: HS 20, Features Intersected: IH 45 NBFR & SCOTT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12102005000327, Location: 1.10 MI S OF US 59 (Lat: 29.735569, Lng: -95.346625), Route carried "on" structure: Ramp State highway 5, Year Built: 1985, Status: Posted for load, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 7,340 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 14,680 (year 2031), Design Load: HS 20, Features Intersected: IH 45 NBFR & SCOTT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003271, Location: IH 45 @ SH 35 (INTERCHG) (Lat: 29.699656, Lng: -95.291917), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 15,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 22,260 (year 2033), Design Load: HS 20, Features Intersected: HOV ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.331, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003271, Location: IH 45 @ SH 35 (INTERCHG) (Lat: 29.699656, Lng: -95.291917), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 15,900 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 22,260 (year 2033), Design Load: HS 20, Features Intersected: HOV ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.331, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003272, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697561, Lng: -95.289078), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: IH 610 WB FR
Minimum Vertical Clearance: 6.38m (20.93ft), Kilometerpoint: 26.971, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
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, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel
Structure Number: 121020050003272, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.697561, Lng: -95.289078), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: IH 610 WB FR
Minimum Vertical Clearance: 6.38m (20.93ft), Kilometerpoint: 26.971, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
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, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel
Find on map >> Show street view
Structure Number: 121020050003273, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696947, Lng: -95.288808), Route carried "on" structure: Ramp Interstate 45, Year Built: 1987, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: CONN IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.836, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003273, Location: IH 610 @ IH 45 (INTERCHG) (Lat: 29.696947, Lng: -95.288808), Route carried "on" structure: Ramp Interstate 45, Year Built: 1987, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 24,170 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 33,840 (year 2033), Design Load: HS 20, Features Intersected: CONN IH45 SB TO IH610 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.836, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003274, Location: 1.80 MI SE OF US 59 (Lat: 29.729083, Lng: -95.338228), Route carried "on" structure: Interstate 45, Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 36.33m (119.19ft), Average Daily Traffic: 92,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Features Intersected: SP 5 NB; HB&T RR; ELGIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.642, Lanes on structure: 3, Lanes under structure: 11, 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: 2, Number Of Approach Spans: 18, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 36.33m (119.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $29,000, Total Project Cost: $143,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003274, Location: 1.80 MI SE OF US 59 (Lat: 29.729083, Lng: -95.338228), Route carried "on" structure: Interstate 45, Year Built: 1948, Year Reconstructed: 1985, Status: Open, Structure Length: 36.33m (119.19ft), Average Daily Traffic: 92,190 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 129,070 (year 2033), Features Intersected: SP 5 NB; HB&T RR; ELGIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.642, Lanes on structure: 3, Lanes under structure: 11, 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: 2, Number Of Approach Spans: 18, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: 36.33m (119.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $29,000, Total Project Cost: $143,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003278, Location: 2.00 MI SE OF US 59 (Lat: 29.726419, Lng: -95.333533), Route carried "on" structure: Ramp Other road 45, Year Built: 1992, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 3,520 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 5,632 (year 2030), Features Intersected: IH 45 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.335, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.69m (31.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003278, Location: 2.00 MI SE OF US 59 (Lat: 29.726419, Lng: -95.333533), Route carried "on" structure: Ramp Other road 45, Year Built: 1992, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 3,520 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 5,632 (year 2030), Features Intersected: IH 45 NBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.335, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.69m (31.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003281, Location: IH 45/US 59 INTERCHANGE (Lat: 29.742192, Lng: -95.357661), Route carried "on" structure: Ramp Interstate 45, Year Built: 1988, Status: Open, Structure Length: 30.02m (98.49ft), Average Daily Traffic: 22,370 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 31,310 (year 2034), Design Load: HS 20, Features Intersected: IH 45 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.048, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003281, Location: IH 45/US 59 INTERCHANGE (Lat: 29.742192, Lng: -95.357661), Route carried "on" structure: Ramp Interstate 45, Year Built: 1988, Status: Open, Structure Length: 30.02m (98.49ft), Average Daily Traffic: 22,370 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 31,310 (year 2034), Design Load: HS 20, Features Intersected: IH 45 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.048, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003282, Location: 0.20 MI N OF IH 10 (Lat: 29.778797, Lng: -95.369489), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 21,260 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 29,760 (year 2033), Design Load: HS 20, Features Intersected: RIGHT OF WAY
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 40.712, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 121020050003282, Location: 0.20 MI N OF IH 10 (Lat: 29.778797, Lng: -95.369489), Route carried "on" structure: Ramp Interstate 45, Year Built: 1985, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 21,260 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 29,760 (year 2033), Design Load: HS 20, Features Intersected: RIGHT OF WAY
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 40.712, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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
Find on map >> Show street view
Structure Number: 121020050003283, Location: 0.15 MI SE OF SH 3/MONROE (Lat: 29.667006, Lng: -95.261053), Route carried "on" structure: Interstate 45, Year Built: 1991, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 74,513 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 109,240 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.645, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $22,000, Total Project Cost: $109,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003283, Location: 0.15 MI SE OF SH 3/MONROE (Lat: 29.667006, Lng: -95.261053), Route carried "on" structure: Interstate 45, Year Built: 1991, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 74,513 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 109,240 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.645, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $22,000, Total Project Cost: $109,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003284, Location: 0.15 MI SE OF SH 3/MONROE (Lat: 29.666639, Lng: -95.261194), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 27,110 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 37,960 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003284, Location: 0.15 MI SE OF SH 3/MONROE (Lat: 29.666639, Lng: -95.261194), Route carried "on" structure: ServiceInterstate 45, Year Built: 1990, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 27,110 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 37,960 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020050003285, Location: 0.15 MI SE OF SH 3/MONROE (Lat: 29.667397, Lng: -95.260722), Route carried "on" structure: ServiceInterstate 45, Year Built: 1989, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 27,470 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 38,460 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003285, Location: 0.15 MI SE OF SH 3/MONROE (Lat: 29.667397, Lng: -95.260722), Route carried "on" structure: ServiceInterstate 45, Year Built: 1989, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 27,470 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 38,460 (year 2033), Design Load: HS 20, Features Intersected: BERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020050003288, Location: 1.10 MI S OF US 59 (Lat: 29.735792, Lng: -95.348594), Route carried "on" structure: Ramp State highway 5, Year Built: 1988, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 7,340 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 14,680 (year 2031), Design Load: HS 20, Features Intersected: IH 45 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 1, Lanes under structure: 4, 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: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003288, Location: 1.10 MI S OF US 59 (Lat: 29.735792, Lng: -95.348594), Route carried "on" structure: Ramp State highway 5, Year Built: 1988, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 7,340 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 14,680 (year 2031), Design Load: HS 20, Features Intersected: IH 45 SBFR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 1, Lanes under structure: 4, 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: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003289, Location: 1.50 MI SE OF US 59 (Lat: 29.729264, Lng: -95.339667), Route carried "on" structure: Ramp Interstate 45, Year Built: 1988, Status: Open, Structure Length: 61.57m (202.00ft), Average Daily Traffic: 18,430 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 25,810 (year 2033), Design Load: HS 20, Features Intersected: SP 5; CULLEN; HB&T RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.750, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020050003289, Location: 1.50 MI SE OF US 59 (Lat: 29.729264, Lng: -95.339667), Route carried "on" structure: Ramp Interstate 45, Year Built: 1988, Status: Open, Structure Length: 61.57m (202.00ft), Average Daily Traffic: 18,430 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 25,810 (year 2033), Design Load: HS 20, Features Intersected: SP 5; CULLEN; HB&T RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.750, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020050003291, Location: 1.60 MI NW OF FM 2553 (Lat: 29.616228, Lng: -95.216103), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 32,340 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 42,000 (year 2032), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: FUQUA ST WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.31m (40.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020050003291, Location: 1.60 MI NW OF FM 2553 (Lat: 29.616228, Lng: -95.216103), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 32,340 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 42,000 (year 2032), Design Load: HS 20, Features Intersected: IH 45, Facility Carried by Structure: FUQUA ST WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.31m (40.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels