Bridge Statistics for Humble, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 51970-1979
- 41980-1989
- 91990-1999
- 242000-2009
- 22010-2019
- 52020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 3.1%Excellent
- 9.4%Very good
- 68.8%Good
- 18.8%Satisfactory
- Bridge Condition - Superstructure
- 9.4%Excellent
- 9.4%Very good
- 62.5%Good
- 18.8%Satisfactory
- Bridge Condition - Substructure
- 9.4%Excellent
- 6.3%Very good
- 68.8%Good
- 15.6%Satisfactory
- Bridge Condition - Channel
- 15.0%Very good
- 50.0%Good
- 35.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 121020017706134, Location: 1.7 MI N OF FM 1960 (Lat: 30.025608, Lng: -95.258872), Route carried "on" structure: US 59, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 50.14m (164.50ft), Average Daily Traffic: 22,795 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 86,440 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 2.911, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 22, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017706134, Location: 1.7 MI N OF FM 1960 (Lat: 30.025608, Lng: -95.258872), Route carried "on" structure: US 59, Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 50.14m (164.50ft), Average Daily Traffic: 22,795 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 86,440 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 2.911, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 22, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020017706149, Location: 0.25 MI W OF US 59 (Lat: 30.019275, Lng: -95.265453), Route carried "on" structure: US 59, Year Built: 1983, Year Reconstructed: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 42,620 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 85,240 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RELIEF, Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Channel: Good, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 121020017706149, Location: 0.25 MI W OF US 59 (Lat: 30.019275, Lng: -95.265453), Route carried "on" structure: US 59, Year Built: 1983, Year Reconstructed: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 42,620 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 85,240 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RELIEF, Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Channel: Good, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 121020017706224, Location: 1.0 MI N OF FM 1960 (Lat: 30.020931, Lng: -95.261761), Route carried "on" structure: ServiceUS 59, Year Built: 2000, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 23,210 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 29,120 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.747, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706224, Location: 1.0 MI N OF FM 1960 (Lat: 30.020931, Lng: -95.261761), Route carried "on" structure: ServiceUS 59, Year Built: 2000, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 23,210 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 29,120 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.747, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $5,000, Total Project Cost: $25,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706225, Location: 0.95 MI N OF FM 1960 (Lat: 30.018286, Lng: -95.263236), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 26.03m (85.40ft), Average Daily Traffic: 8,000 (year 2016), Average Future Daily Traffic: 1,000 (year 2036), Design Load: HS 20, Features Intersected: US 59, Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 23, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706225, Location: 0.95 MI N OF FM 1960 (Lat: 30.018286, Lng: -95.263236), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 26.03m (85.40ft), Average Daily Traffic: 8,000 (year 2016), Average Future Daily Traffic: 1,000 (year 2036), Design Load: HS 20, Features Intersected: US 59, Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 23, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706226, Location: 1.0 MI N OF FM 1960 (Lat: 30.020722, Lng: -95.262772), Route carried "on" structure: Ramp US 59, Year Built: 2000, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,640 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 17,280 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.885, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706226, Location: 1.0 MI N OF FM 1960 (Lat: 30.020722, Lng: -95.262772), Route carried "on" structure: Ramp US 59, Year Built: 2000, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 8,640 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 17,280 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.885, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706227, Location: 0.75 MI N OF FM 1960 (Lat: 30.016742, Lng: -95.263878), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 35.94m (117.91ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2036), Design Load: HS 20, Features Intersected: US 59 & HOV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.352, Lanes on structure: 2, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 8, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.94m (117.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $17,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706227, Location: 0.75 MI N OF FM 1960 (Lat: 30.016742, Lng: -95.263878), Route carried "on" structure: Ramp US 59, Year Built: 2003, Status: Open, Structure Length: 35.94m (117.91ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2036), Design Load: HS 20, Features Intersected: US 59 & HOV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.352, Lanes on structure: 2, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 8, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.94m (117.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $17,000, Total Project Cost: $85,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706228, Location: 1.10 MI N OF FM 1960 (Lat: 30.020794, Lng: -95.260878), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 70,880 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.9m (68.6ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706228, Location: 1.10 MI N OF FM 1960 (Lat: 30.020794, Lng: -95.260878), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 29,527 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 70,880 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.9m (68.6ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 12102001770623, Location: 1.7 MI N OF FM 1960 (Lat: 30.024733, Lng: -95.258739), Route carried "on" structure: ServiceUS 59, Year Built: 2000, Status: Open, Structure Length: 46.09m (151.21ft), Average Daily Traffic: 23,020 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 32,490 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.908, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to 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: 46.09m (151.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2017, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $29,000, Total Project Cost: $144,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102001770623, Location: 1.7 MI N OF FM 1960 (Lat: 30.024733, Lng: -95.258739), Route carried "on" structure: ServiceUS 59, Year Built: 2000, Status: Open, Structure Length: 46.09m (151.21ft), Average Daily Traffic: 23,020 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 32,490 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.908, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to 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: 46.09m (151.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2017, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $29,000, Total Project Cost: $144,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706231, Location: 1.7 MI N OF FM 1960 (Lat: 30.024572, Lng: -95.259578), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 84.92m (278.61ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2036), Design Load: HS 20, Features Intersected: SAN JACINTO RVR & US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.911, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020017706231, Location: 1.7 MI N OF FM 1960 (Lat: 30.024572, Lng: -95.259578), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 84.92m (278.61ft), Average Daily Traffic: 10,000 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2036), Design Load: HS 20, Features Intersected: SAN JACINTO RVR & US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.911, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 19, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020017706233, Location: 1.0 MI N OF FM 1960 (Lat: 30.019931, Lng: -95.260706), Route carried "on" structure: ServiceUS 59, Year Built: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 23,020 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 32,490 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.861, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
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: 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, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706233, Location: 1.0 MI N OF FM 1960 (Lat: 30.019931, Lng: -95.260706), Route carried "on" structure: ServiceUS 59, Year Built: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 23,020 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 32,490 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.861, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
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: 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, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706234, Location: 1.05 MI N OF FM 1960 (Lat: 30.022781, Lng: -95.260853), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 42.67m (139.99ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB OFF-RP & SJ REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 1, Lanes under structure: 2, 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: 12, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706234, Location: 1.05 MI N OF FM 1960 (Lat: 30.022781, Lng: -95.260853), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 42.67m (139.99ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB OFF-RP & SJ REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 1, Lanes under structure: 2, 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: 12, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706235, Location: 1.10 MI N OF FM 1960 (Lat: 30.019997, Lng: -95.260894), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 59 NB OFF-RP & SJ REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, 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: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706235, Location: 1.10 MI N OF FM 1960 (Lat: 30.019997, Lng: -95.260894), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 32.92m (108.01ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 59 NB OFF-RP & SJ REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, 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: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706236, Location: 1.0 MI N OF FM 1960 (Lat: 30.020642, Lng: -95.260761), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 3.859, Lanes on 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706236, Location: 1.0 MI N OF FM 1960 (Lat: 30.020642, Lng: -95.260761), Route carried "on" structure: Ramp US 59, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 3.859, Lanes on 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706303, Location: 4.80 MI N OF BELTWAY 8 (Lat: 30.004747, Lng: -95.267950), Route carried "on" structure: State highway 1960, Year Built: 2001, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 36,000 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 62,690 (year 2036), Design Load: HS 20, Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.732, Lanes on structure: 12, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 56.1m (184.1ft), Out-to-Out Width: 66.1m (216.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706303, Location: 4.80 MI N OF BELTWAY 8 (Lat: 30.004747, Lng: -95.267950), Route carried "on" structure: State highway 1960, Year Built: 2001, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 36,000 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 62,690 (year 2036), Design Load: HS 20, Features Intersected: US 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.732, Lanes on structure: 12, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 56.1m (184.1ft), Out-to-Out Width: 66.1m (216.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706304, Location: 0.3 MI S OF FM 1960 (Lat: 30.001314, Lng: -95.269775), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 14.57m (47.80ft), Average Daily Traffic: 116,800 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 241,410 (year 2030), Design Load: HS 20, Features Intersected: FM 1960 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.144, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706304, Location: 0.3 MI S OF FM 1960 (Lat: 30.001314, Lng: -95.269775), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 14.57m (47.80ft), Average Daily Traffic: 116,800 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 241,410 (year 2030), Design Load: HS 20, Features Intersected: FM 1960 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.144, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706305, Location: 0.3 MI S OF FM 1960 (Lat: 30.001247, Lng: -95.269589), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 14.57m (47.80ft), Average Daily Traffic: 116,800 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 241,410 (year 2030), Design Load: HS 20, Features Intersected: FM 1960 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.144, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
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: 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706305, Location: 0.3 MI S OF FM 1960 (Lat: 30.001247, Lng: -95.269589), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 14.57m (47.80ft), Average Daily Traffic: 116,800 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 241,410 (year 2030), Design Load: HS 20, Features Intersected: FM 1960 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.144, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
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: 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: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017706541, Location: 1.10 MI N OF FM 1960 (Lat: 30.020275, Lng: -95.261389), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 36,000 (year 2036), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 30.9m (101.4ft), Out-to-Out Width: 32.9m (107.9ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017706541, Location: 1.10 MI N OF FM 1960 (Lat: 30.020275, Lng: -95.261389), Route carried "on" structure: US 59, Year Built: 2002, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 25,573 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 36,000 (year 2036), Design Load: HS 20, Features Intersected: SAN JACINTO RI REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 30.9m (101.4ft), Out-to-Out Width: 32.9m (107.9ft)
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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 12102001770722, Location: 3.47 MI N OF BWY 8 (Lat: 29.986228, Lng: -95.275442), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB HOV BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.923, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.95m (72.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 12102001770722, Location: 3.47 MI N OF BWY 8 (Lat: 29.986228, Lng: -95.275442), Route carried "on" structure: US 59, Year Built: 1998, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 55,101 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 88,930 (year 2030), Design Load: HS 20, Features Intersected: US 59 SB HOV BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.923, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.95m (72.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $11,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017707221, Location: 3.47 MI N OF BWY 8 (Lat: 29.987317, Lng: -95.275489), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 7,559 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 13,540 (year 2029), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.386, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020017707221, Location: 3.47 MI N OF BWY 8 (Lat: 29.987317, Lng: -95.275489), Route carried "on" structure: Ramp US 59, Year Built: 1998, Status: Open, Structure Length: 13.96m (45.80ft), Average Daily Traffic: 7,559 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 13,540 (year 2029), Design Load: HS 20, Features Intersected: US 59 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.386, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020017707302, Location: 0.50 MI S BUS FM 1960 (Lat: 29.997903, Lng: -95.271275), Route carried "on" structure: Ramp US 59, Year Built: 2001, Status: Open, Structure Length: 30.33m (99.51ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 28,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.478, 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: 8, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Precast Panels
Structure Number: 121020017707302, Location: 0.50 MI S BUS FM 1960 (Lat: 29.997903, Lng: -95.271275), Route carried "on" structure: Ramp US 59, Year Built: 2001, Status: Open, Structure Length: 30.33m (99.51ft), Average Daily Traffic: 15,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 28,000 (year 2029), Design Load: HS 20, Features Intersected: US 59 SB EXIT RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.478, 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: 8, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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 Precast Panels
Find on map >> Show street view
Structure Number: 121020168503024, Location: 0.2 MI E OF US 59 (Lat: 30.005225, Lng: -95.263125), Route carried "on" structure: State highway 1960, Year Built: 1976, Year Reconstructed: 1991, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 19,266 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,950 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.147, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.2m (59.7ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020168503024, Location: 0.2 MI E OF US 59 (Lat: 30.005225, Lng: -95.263125), Route carried "on" structure: State highway 1960, Year Built: 1976, Year Reconstructed: 1991, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 19,266 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,950 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.147, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.2m (59.7ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020168503034, Location: 1.7 MI E OF US 59 (Lat: 29.999200, Lng: -95.240392), Route carried "on" structure: State highway 1960, Year Built: 1983, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 39,211 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 53,200 (year 2033), Design Load: HS 20, Features Intersected: JORDAN GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.564, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.3m (73.2ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020168503034, Location: 1.7 MI E OF US 59 (Lat: 29.999200, Lng: -95.240392), Route carried "on" structure: State highway 1960, Year Built: 1983, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 39,211 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 53,200 (year 2033), Design Load: HS 20, Features Intersected: JORDAN GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.564, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.3m (73.2ft)
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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020168503037, Location: 0.2 MI E OF US 59 (Lat: 30.005047, Lng: -95.263183), Route carried "on" structure: State highway 1960, Year Built: 1981, Year Reconstructed: 1991, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 19,697 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,950 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.148, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.91m (32.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020168503037, Location: 0.2 MI E OF US 59 (Lat: 30.005047, Lng: -95.263183), Route carried "on" structure: State highway 1960, Year Built: 1981, Year Reconstructed: 1991, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 19,697 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 21,950 (year 2033), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.148, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.91m (32.51ft), 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: 121020A27117001, Location: 0.10 MI N OF TREBLE RD (Lat: 29.995769, Lng: -95.244664), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: DERRICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020A27117001, Location: 0.10 MI N OF TREBLE RD (Lat: 29.995769, Lng: -95.244664), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 300 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: DERRICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020AA1100001, Location: 0.30 MI E OF US 59 (Lat: 29.980900, Lng: -95.273253), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 2,340 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 12,860 (year 2029), Features Intersected: UP RAILROAD, Facility Carried by Structure: WILL CLAYTON PK EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA1100001, Location: 0.30 MI E OF US 59 (Lat: 29.980900, Lng: -95.273253), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 2,340 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 12,860 (year 2029), Features Intersected: UP RAILROAD, Facility Carried by Structure: WILL CLAYTON PK EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020AA1100002, Location: 0.30 MI E OF US 59 (Lat: 29.980969, Lng: -95.272239), Route carried "on" structure: County highway , Year Built: 2011, Status: Posted for load, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 2,340 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 12,860 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: WILL CLAYTON PK WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 121020AA1100002, Location: 0.30 MI E OF US 59 (Lat: 29.980969, Lng: -95.272239), Route carried "on" structure: County highway , Year Built: 2011, Status: Posted for load, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 2,340 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 12,860 (year 2030), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: WILL CLAYTON PK WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 121020AA6581002, Location: 0.2 MI S OF BUS FM 1960A (Lat: 29.996450, Lng: -95.250144), Route carried "on" structure: County highway , Year Built: 1994, Year Reconstructed: 2007, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 9,270 (year 2010), Average Future Daily Traffic: 12,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 121020AA6581002, Location: 0.2 MI S OF BUS FM 1960A (Lat: 29.996450, Lng: -95.250144), Route carried "on" structure: County highway , Year Built: 1994, Year Reconstructed: 2007, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 9,270 (year 2010), Average Future Daily Traffic: 12,000 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: WILSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 121020T00200001, Location: 0.80 MI E OF US 59 (Lat: 29.965119, Lng: -95.271881), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,760 (year 2015), Average Future Daily Traffic: 4,000 (year 2035), Features Intersected: GARNERS BAYOU, Facility Carried by Structure: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020T00200001, Location: 0.80 MI E OF US 59 (Lat: 29.965119, Lng: -95.271881), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,760 (year 2015), Average Future Daily Traffic: 4,000 (year 2035), Features Intersected: GARNERS BAYOU, Facility Carried by Structure: RANKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020T00577001, Location: 0.20 MI S OF FM1960 BUS A (Lat: 29.995931, Lng: -95.245981), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HUMBLE PLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 121020T00577001, Location: 0.20 MI S OF FM1960 BUS A (Lat: 29.995931, Lng: -95.245981), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Features Intersected: HCFCD DITCH, Facility Carried by Structure: HUMBLE PLACE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 121020T00595001, Location: 0.20 MI N OF FM 1960 (Lat: 30.008128, Lng: -95.258039), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: N HOUSTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 121020T00595001, Location: 0.20 MI N OF FM 1960 (Lat: 30.008128, Lng: -95.258039), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2035), Features Intersected: HCFCD DITCH, Facility Carried by Structure: N HOUSTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: 121020T12050001, Location: 1.20 MI N OF FM 1960 (Lat: 30.021347, Lng: -95.279186), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2035), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: W TOWNSEN BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020T12050001, Location: 1.20 MI N OF FM 1960 (Lat: 30.021347, Lng: -95.279186), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2035), Design Load: HS 20, Features Intersected: HCFCD DITCH, Facility Carried by Structure: W TOWNSEN BLVD NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020T12050002, Location: 0.2 MI E OF US 59 (Lat: 30.016928, Lng: -95.258519), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 2,000 (year 2015), Average Future Daily Traffic: 4,000 (year 2035), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: E TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020T12050002, Location: 0.2 MI E OF US 59 (Lat: 30.016928, Lng: -95.258519), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 19.51m (64.01ft), Average Daily Traffic: 2,000 (year 2015), Average Future Daily Traffic: 4,000 (year 2035), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD, Facility Carried by Structure: E TOWNSEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020T12050203, Location: 1.20 MI N OF FM 1960 (Lat: 30.021539, Lng: -95.279378), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: HCFCD DITCH, Facility Carried by Structure: W TOWNSEN BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 121020T12050203, Location: 1.20 MI N OF FM 1960 (Lat: 30.021539, Lng: -95.279378), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: HCFCD DITCH, Facility Carried by Structure: W TOWNSEN BLVD SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 240720212102356, Location: 0.35 MI E of N COPIA ST (Lat: 31.775950, Lng: -106.444486), Route carried "on" structure: Ramp Interstate 10, Year Built: 2021, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 4,200 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,550 (year 2042), Design Load: HL 93, Features Intersected: ROSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 240720212102356, Location: 0.35 MI E of N COPIA ST (Lat: 31.775950, Lng: -106.444486), Route carried "on" structure: Ramp Interstate 10, Year Built: 2021, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 4,200 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,550 (year 2042), Design Load: HL 93, Features Intersected: ROSA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 240720212102361, Location: 0.3 MI E OF COPIA ST (Lat: 31.777108, Lng: -106.445750), Route carried "on" structure: Ramp Interstate 10, Year Built: 2021, Status: Open, Structure Length: 37.00m (121.39ft), Average Daily Traffic: 39,100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: ROSA AVE & DURAZNO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, 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: 2, Number Of Approach Spans: 11, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 240720212102361, Location: 0.3 MI E OF COPIA ST (Lat: 31.777108, Lng: -106.445750), Route carried "on" structure: Ramp Interstate 10, Year Built: 2021, Status: Open, Structure Length: 37.00m (121.39ft), Average Daily Traffic: 39,100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: ROSA AVE & DURAZNO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, 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: 2, Number Of Approach Spans: 11, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 240720212102362, Location: 0.2 MI E OF N COPIA ST (Lat: 31.777331, Lng: -106.447278), Route carried "on" structure: Ramp Interstate 10, Year Built: 2021, Status: Open, Structure Length: 22.25m (73.00ft), Average Daily Traffic: 39,100 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: IH 10 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 240720212102362, Location: 0.2 MI E OF N COPIA ST (Lat: 31.777331, Lng: -106.447278), Route carried "on" structure: Ramp Interstate 10, Year Built: 2021, Status: Open, Structure Length: 22.25m (73.00ft), Average Daily Traffic: 39,100 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1 (year 1900), Design Load: HL 93, Features Intersected: IH 10 ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 121020017706225, Location: 0.95 MI N OF FM 1960 (Lat: 30.017975, Lng: -95.262342), Route carried "under" structure: US 59, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 86,440 (year 2010), Truck Traffic: 10%, Features Intersected: TOWNSEN BLVD, Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 4.056, Lanes on structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 121020017706225, Location: 0.95 MI N OF FM 1960 (Lat: 30.017975, Lng: -95.262342), Route carried "under" structure: US 59, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 86,440 (year 2010), Truck Traffic: 10%, Features Intersected: TOWNSEN BLVD, Facility Carried by Structure: TOWNSEN BLVD
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 4.056, Lanes on structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Find on map >> Show street view
Structure Number: 121020017706227, Location: 0.75 MI N OF FM 1960 (Lat: 30.016308, Lng: -95.262711), Route carried "under" structure: US 59, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 112,010 (year 2016), Features Intersected: US 59 HOV RAMP
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 4.352, Lanes on structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 121020017706227, Location: 0.75 MI N OF FM 1960 (Lat: 30.016308, Lng: -95.262711), Route carried "under" structure: US 59, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 112,010 (year 2016), Features Intersected: US 59 HOV RAMP
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 4.352, Lanes on structure: 9, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft)
Find on map >> Show street view
Structure Number: 121020017706231, Location: 1.7 MI N OF FM 1960 (Lat: 30.025600, Lng: -95.259181), Route carried "under" structure: US 59, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 112,010 (year 2010), Features Intersected: US 59 HOV
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 2.911, Lanes on structure: 10, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 121020017706231, Location: 1.7 MI N OF FM 1960 (Lat: 30.025600, Lng: -95.259181), Route carried "under" structure: US 59, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 112,010 (year 2010), Features Intersected: US 59 HOV
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 2.911, Lanes on structure: 10, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.6m (120.1ft)
Find on map >> Show street view
Structure Number: 121020017706234, Location: 1.05 MI N OF FM 1960 (Lat: 30.022547, Lng: -95.260869), Route carried "under" structure: Ramp US 59, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Features Intersected: US 59 SB ON RP
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 3.859, Lanes on structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 121020017706234, Location: 1.05 MI N OF FM 1960 (Lat: 30.022547, Lng: -95.260869), Route carried "under" structure: Ramp US 59, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Features Intersected: US 59 SB ON RP
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 3.859, Lanes on structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Find on map >> Show street view
Structure Number: 121020017706235, Location: 1.10 MI N OF FM 1960 (Lat: 30.020381, Lng: -95.260850), Route carried "under" structure: Ramp US 59, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Features Intersected: US 59 NB ON RMP
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 3.859, Lanes on structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 121020017706235, Location: 1.10 MI N OF FM 1960 (Lat: 30.020381, Lng: -95.260850), Route carried "under" structure: Ramp US 59, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 10,000 (year 2016), Features Intersected: US 59 NB ON RMP
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 3.859, Lanes on structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Find on map >> Show street view
Structure Number: 121020017706303, Location: 4.80 MI N OF BELTWAY 8 (Lat: 30.004636, Lng: -65.268189), Route carried "under" structure: US 59, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 86,440 (year 2010), Truck Traffic: 10%, Features Intersected: FM 1960, Facility Carried by Structure: FM 1960
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 5.731, Lanes on structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 121020017706303, Location: 4.80 MI N OF BELTWAY 8 (Lat: 30.004636, Lng: -65.268189), Route carried "under" structure: US 59, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 86,440 (year 2010), Truck Traffic: 10%, Features Intersected: FM 1960, Facility Carried by Structure: FM 1960
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 5.731, Lanes on structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Find on map >> Show street view
Structure Number: 121020017706304, Location: 0.3 MI S OF FM 1960 (Lat: 30.001414, Lng: -95.269958), Route carried "under" structure: Business State highway 1960, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 22,760 (year 2013), Truck Traffic: 3%, Features Intersected: US 59 SB, Facility Carried by Structure: US 59 SB & HOV
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.518, Lanes on structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 121020017706304, Location: 0.3 MI S OF FM 1960 (Lat: 30.001414, Lng: -95.269958), Route carried "under" structure: Business State highway 1960, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 22,760 (year 2013), Truck Traffic: 3%, Features Intersected: US 59 SB, Facility Carried by Structure: US 59 SB & HOV
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 5.518, Lanes on structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 121020017706305, Location: 0.3 MI S OF FM 1960 (Lat: 30.001206, Lng: -95.269419), Route carried "under" structure: Business State highway 1960, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 22,760 (year 2013), Truck Traffic: 3%, Features Intersected: US 59 NB, Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 5.552, Lanes on structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 121020017706305, Location: 0.3 MI S OF FM 1960 (Lat: 30.001206, Lng: -95.269419), Route carried "under" structure: Business State highway 1960, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 22,760 (year 2013), Truck Traffic: 3%, Features Intersected: US 59 NB, Facility Carried by Structure: US 59 NB
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 5.552, Lanes on structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Find on map >> Show street view
Structure Number: 12102001770722, Location: 3.47 MI N OF BWY 8 (Lat: 29.986228, Lng: -95.275442), Route carried "under" structure: Bypass US 59, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 30,236 (year 2009), Truck Traffic: 12%, Features Intersected: US 59 SB HOV BYPASS
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 1.386, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 12102001770722, Location: 3.47 MI N OF BWY 8 (Lat: 29.986228, Lng: -95.275442), Route carried "under" structure: Bypass US 59, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 30,236 (year 2009), Truck Traffic: 12%, Features Intersected: US 59 SB HOV BYPASS
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 1.386, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 121020017707221, Location: 3.47 MI N OF BWY 8 (Lat: 29.987317, Lng: -95.275489), Route carried "under" structure: US 59, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 68,320 (year 2010), Truck Traffic: 8%, Features Intersected: US 59 SB
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 2.041, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 121020017707221, Location: 3.47 MI N OF BWY 8 (Lat: 29.987317, Lng: -95.275489), Route carried "under" structure: US 59, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 68,320 (year 2010), Truck Traffic: 8%, Features Intersected: US 59 SB
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 2.041, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Find on map >> Show street view
Structure Number: 121020017707302, Location: 0.50 MI S BUS FM 1960 (Lat: 29.997903, Lng: -95.271275), Route carried "under" structure: Ramp US 59, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 6%, Features Intersected: US 59 SB EXIT RAMP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.478, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 121020017707302, Location: 0.50 MI S BUS FM 1960 (Lat: 29.997903, Lng: -95.271275), Route carried "under" structure: Ramp US 59, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 6%, Features Intersected: US 59 SB EXIT RAMP
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.478, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)