Bridge Statistics for Lubbock, Texas (TX)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 361Number of bridges
- 7,454ft / 2,272mTotal length
- $2,160,000Total costs
- 4,265,414Total average daily traffic
- 451,816Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lubbock
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 141950-1959
- 341960-1969
- 1031970-1979
- 321980-1989
- 501990-1999
- 752000-2009
- 512010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 11960-1969
- 21970-1979
- 201980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 1.2%Very good
- 62.9%Good
- 30.5%Satisfactory
- 5.4%Fair
- Bridge Condition - Superstructure
- 17.4%Very good
- 40.7%Good
- 36.5%Satisfactory
- 4.2%Fair
- 1.2%Poor
- Bridge Condition - Substructure
- 1.2%Very good
- 61.1%Good
- 36.5%Satisfactory
- 1.2%Fair
- Bridge Condition - Channel
- 8.5%Very good
- 55.3%Good
- 25.5%Satisfactory
- 10.6%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 41.7%Satisfactory
- 8.3%Fair
Find on map >> Show street view
Structure Number: 51520006801089, Location: 0.20 MI N OF S LP 289 (Lat: 33.531408, Lng: -101.844961), Route carried "on" structure: ServiceInterstate 27, Year Built: 1988, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 6,930 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 9,710 (year 2033), Design Load: HS 20, Features Intersected: IH 27 SB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.658, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51520006801089, Location: 0.20 MI N OF S LP 289 (Lat: 33.531408, Lng: -101.844961), Route carried "on" structure: ServiceInterstate 27, Year Built: 1988, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 6,930 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 9,710 (year 2033), Design Load: HS 20, Features Intersected: IH 27 SB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.658, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5152000680109, Location: 0.20 MI S OF US 84 (Lat: 33.534197, Lng: -101.844486), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 10,000 (year 2011), Average Future Daily Traffic: 5,000 (year 2031), Design Load: HS 20, Features Intersected: IH 27, Facility Carried by Structure: 66TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5152000680109, Location: 0.20 MI S OF US 84 (Lat: 33.534197, Lng: -101.844486), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 10,000 (year 2011), Average Future Daily Traffic: 5,000 (year 2031), Design Load: HS 20, Features Intersected: IH 27, Facility Carried by Structure: 66TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 51520006801184, Location: 2.50 MI NW OF FM 41 (Lat: 33.447250, Lng: -101.841553), Route carried "on" structure: US 87, Year Built: 2014, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 12,071 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25,000 (year 2033), Design Load: HL 93, Features Intersected: WOODROW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.477, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51520006801184, Location: 2.50 MI NW OF FM 41 (Lat: 33.447250, Lng: -101.841553), Route carried "on" structure: US 87, Year Built: 2014, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 12,071 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25,000 (year 2033), Design Load: HL 93, Features Intersected: WOODROW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.477, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 51520013005002, Location: 0.60 MI E OF BU 87(AVE A> (Lat: 33.578022, Lng: -101.825531), Route carried "on" structure: US 62, Year Built: 1953, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,942 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,220 (year 2033), Features Intersected: NFK DBL MTN FK BRAZOS RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.778, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51520013005002, Location: 0.60 MI E OF BU 87(AVE A> (Lat: 33.578022, Lng: -101.825531), Route carried "on" structure: US 62, Year Built: 1953, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 9,942 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,220 (year 2033), Features Intersected: NFK DBL MTN FK BRAZOS RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.778, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 27.2m (89.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 51520013005208, Location: SH 114 @ LP 289 (Lat: 33.577408, Lng: -101.943844), Route carried "on" structure: State highway 289, Year Built: 2010, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 23,510 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 32,910 (year 2033), Design Load: HL 93, Features Intersected: SH 114 (19TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.008, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520013005208, Location: SH 114 @ LP 289 (Lat: 33.577408, Lng: -101.943844), Route carried "on" structure: State highway 289, Year Built: 2010, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 23,510 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 32,910 (year 2033), Design Load: HL 93, Features Intersected: SH 114 (19TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.008, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), 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: 51520013005209, Location: SH 114 @ LP 289 (Lat: 33.578197, Lng: -101.943967), Route carried "on" structure: State highway 289, Year Built: 2010, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 23,510 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 32,910 (year 2033), Design Load: HL 93, Features Intersected: SH 114 (19TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.008, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 51520013005209, Location: SH 114 @ LP 289 (Lat: 33.578197, Lng: -101.943967), Route carried "on" structure: State highway 289, Year Built: 2010, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 23,510 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 32,910 (year 2033), Design Load: HL 93, Features Intersected: SH 114 (19TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.008, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: 51520013101011, Location: 0.3 MI SW OF LP 289 (Lat: 33.598614, Lng: -101.794778), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 15.03m (49.31ft), Average Daily Traffic: 3,814 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,220 (year 2033), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.447, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 28.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51520013101011, Location: 0.3 MI SW OF LP 289 (Lat: 33.598614, Lng: -101.794778), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 15.03m (49.31ft), Average Daily Traffic: 3,814 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,220 (year 2033), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.447, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 28.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 51520013101012, Location: 0.3 MI SW OF LP 289 (Lat: 33.598378, Lng: -101.794058), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,860 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,440 (year 2033), Design Load: HS 20, Features Intersected: US 82 EB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.491, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51520013101012, Location: 0.3 MI SW OF LP 289 (Lat: 33.598378, Lng: -101.794058), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 3,860 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,440 (year 2033), Design Load: HS 20, Features Intersected: US 82 EB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.491, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 51520013101037, Location: 0.7 MI NW OF FM 40 (Lat: 33.600144, Lng: -101.790911), Route carried "on" structure: State highway 289, Year Built: 1970, Status: Open, Structure Length: 16.28m (53.41ft), Average Daily Traffic: 9,570 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 13,400 (year 2033), Design Load: HS 20, Features Intersected: US 62;82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51520013101037, Location: 0.7 MI NW OF FM 40 (Lat: 33.600144, Lng: -101.790911), Route carried "on" structure: State highway 289, Year Built: 1970, Status: Open, Structure Length: 16.28m (53.41ft), Average Daily Traffic: 9,570 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 13,400 (year 2033), Design Load: HS 20, Features Intersected: US 62;82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 51520013101038, Location: 0.7 MI NW OF FM 40 (Lat: 33.600994, Lng: -101.792364), Route carried "on" structure: State highway 289, Year Built: 1970, Status: Open, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 9,570 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 13,400 (year 2033), Design Load: HS 20, Features Intersected: US 62; 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51520013101038, Location: 0.7 MI NW OF FM 40 (Lat: 33.600994, Lng: -101.792364), Route carried "on" structure: State highway 289, Year Built: 1970, Status: Open, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 9,570 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 13,400 (year 2033), Design Load: HS 20, Features Intersected: US 62; 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.793, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 51520013101073, Location: 0.7 MI NW OF FM 40 (Lat: 33.601117, Lng: -101.791261), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 4,109 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,220 (year 2033), Design Load: HS 20, Features Intersected: NE LP 289 FR
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 27.829, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51520013101073, Location: 0.7 MI NW OF FM 40 (Lat: 33.601117, Lng: -101.791261), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 4,109 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,220 (year 2033), Design Load: HS 20, Features Intersected: NE LP 289 FR
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 27.829, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 51520013101074, Location: 0.7 MI NW OF FM 40 (Lat: 33.600081, Lng: -101.792031), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 3,860 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,220 (year 2033), Design Load: HS 20, Features Intersected: NE LP 289 FR
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 27.829, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 51520013101074, Location: 0.7 MI NW OF FM 40 (Lat: 33.600081, Lng: -101.792031), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 3,860 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,220 (year 2033), Design Load: HS 20, Features Intersected: NE LP 289 FR
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 27.829, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 5152001310801, Location: 1.1 MI E OF IH 27 (Lat: 33.592211, Lng: -101.821336), Route carried "on" structure: US 82, Year Built: 1954, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 14,629 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,850 (year 2033), Design Load: HS 20, Features Intersected: YELLOW HOUSE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.339, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5152001310801, Location: 1.1 MI E OF IH 27 (Lat: 33.592211, Lng: -101.821336), Route carried "on" structure: US 82, Year Built: 1954, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 14,629 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,850 (year 2033), Design Load: HS 20, Features Intersected: YELLOW HOUSE DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.339, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 51520013108075, Location: 0.55 MI EAST OF IH 27 (Lat: 33.590764, Lng: -101.829600), Route carried "on" structure: US 82, Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 7,323 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HL 93, Features Intersected: MACKENZIE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51520013108075, Location: 0.55 MI EAST OF IH 27 (Lat: 33.590764, Lng: -101.829600), Route carried "on" structure: US 82, Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 7,323 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HL 93, Features Intersected: MACKENZIE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 51520013108076, Location: 0.55 MI EAST OF IH 27 (Lat: 33.591025, Lng: -101.829300), Route carried "on" structure: US 82, Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 7,876 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HL 93, Features Intersected: MACKENZIE PARK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51520013108076, Location: 0.55 MI EAST OF IH 27 (Lat: 33.591025, Lng: -101.829300), Route carried "on" structure: US 82, Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 7,876 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 8,420 (year 2033), Design Load: HL 93, Features Intersected: MACKENZIE PARK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 51520038001002, Location: US82 AT LOOP289 (Lat: 33.550275, Lng: -101.937953), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 51.82m (170.01ft), Average Daily Traffic: 31,600 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 55,700 (year 2030), Design Load: HS 20, Features Intersected: LP 289 FR; US 82 FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.395, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51520038001002, Location: US82 AT LOOP289 (Lat: 33.550275, Lng: -101.937953), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 51.82m (170.01ft), Average Daily Traffic: 31,600 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 55,700 (year 2030), Design Load: HS 20, Features Intersected: LP 289 FR; US 82 FR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.395, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5152003800102, Location: US 82 @ LOOP 289 INTER. (Lat: 33.557089, Lng: -101.933800), Route carried "on" structure: Ramp State highway 289, Year Built: 2009, Status: Open, Structure Length: 118.90m (390.09ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,600 (year 2030), Design Load: HS 20, Features Intersected: US 82 & 50TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.791, Lanes on structure: 1, Lanes under structure: 27, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 21, Length of Maximum Span: 66.8m (219.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5152003800102, Location: US 82 @ LOOP 289 INTER. (Lat: 33.557089, Lng: -101.933800), Route carried "on" structure: Ramp State highway 289, Year Built: 2009, Status: Open, Structure Length: 118.90m (390.09ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 13,600 (year 2030), Design Load: HS 20, Features Intersected: US 82 & 50TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.791, Lanes on structure: 1, Lanes under structure: 27, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 21, Length of Maximum Span: 66.8m (219.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 51520038001021, Location: 2.8 MI SW OF SH 114 (Lat: 33.551111, Lng: -101.943417), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 73.12m (239.90ft), Average Daily Traffic: 31,600 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 55,700 (year 2030), Design Load: HS 20, Features Intersected: LOOP 289
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 17.885, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 54.0m (177.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51520038001021, Location: 2.8 MI SW OF SH 114 (Lat: 33.551111, Lng: -101.943417), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 73.12m (239.90ft), Average Daily Traffic: 31,600 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 55,700 (year 2030), Design Load: HS 20, Features Intersected: LOOP 289
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 17.885, Lanes on structure: 2, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 54.0m (177.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 51520038001022, Location: 2.8 MI SW OF SH 114 (Lat: 33.554844, Lng: -101.936936), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 72.88m (239.11ft), Average Daily Traffic: 15,880 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40,200 (year 2030), Design Load: HS 20, Features Intersected: LOOP 289
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 17.885, Lanes on structure: 2, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 51520038001022, Location: 2.8 MI SW OF SH 114 (Lat: 33.554844, Lng: -101.936936), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 72.88m (239.11ft), Average Daily Traffic: 15,880 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40,200 (year 2030), Design Load: HS 20, Features Intersected: LOOP 289
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 17.885, Lanes on structure: 2, Lanes under structure: 16, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 51520038001023, Location: 2.80 MI NE OF LOOP 289 (Lat: 33.577669, Lng: -101.901458), Route carried "on" structure: Ramp State highway , Year Built: 2009, Status: Open, Structure Length: 47.79m (156.79ft), Average Daily Traffic: 6,800 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 11,900 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19-E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 65.2m (213.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520038001023, Location: 2.80 MI NE OF LOOP 289 (Lat: 33.577669, Lng: -101.901458), Route carried "on" structure: Ramp State highway , Year Built: 2009, Status: Open, Structure Length: 47.79m (156.79ft), Average Daily Traffic: 6,800 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 11,900 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19-E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 7, Length of Maximum Span: 65.2m (213.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 51520038001024, Location: 0.80 MI W OF IH 27 (Lat: 33.592469, Lng: -101.853906), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 20, Features Intersected: Q-E RAMP, Facility Carried by Structure: W-L RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, 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: 2, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: 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: 51520038001024, Location: 0.80 MI W OF IH 27 (Lat: 33.592469, Lng: -101.853906), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 5,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,000 (year 2030), Design Load: HS 20, Features Intersected: Q-E RAMP, Facility Carried by Structure: W-L RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, 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: 2, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: 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: 51520038001025, Location: 0.40 MI SW OF TTU PKWY (Lat: 33.578194, Lng: -101.899436), Route carried "on" structure: Ramp State highway 114, Year Built: 2009, Status: Open, Structure Length: 69.01m (226.41ft), Average Daily Traffic: 8,800 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,400 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19-W RAMP CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 22, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520038001025, Location: 0.40 MI SW OF TTU PKWY (Lat: 33.578194, Lng: -101.899436), Route carried "on" structure: Ramp State highway 114, Year Built: 2009, Status: Open, Structure Length: 69.01m (226.41ft), Average Daily Traffic: 8,800 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,400 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19-W RAMP CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 22, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 51520038001035, Location: 0.35 MI W OF UNIVERSITY (Lat: 33.592472, Lng: -101.876644), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 5,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 8,900 (year 2030), Design Load: HS 20, Features Intersected: E-4TH RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520038001035, Location: 0.35 MI W OF UNIVERSITY (Lat: 33.592472, Lng: -101.876644), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 5,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 8,900 (year 2030), Design Load: HS 20, Features Intersected: E-4TH RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 51520038001036, Location: 0.35 MI SW OF SH 114 (Lat: 33.574575, Lng: -101.905544), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 29,850 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 40,200 (year 2035), Design Load: HS 20, Features Intersected: QUAKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.834, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 51520038001036, Location: 0.35 MI SW OF SH 114 (Lat: 33.574575, Lng: -101.905544), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 29,850 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 40,200 (year 2035), Design Load: HS 20, Features Intersected: QUAKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.834, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 51520038001037, Location: 0.95 MI W OF IH 27 (Lat: 33.592586, Lng: -101.855786), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 19,146 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 17,320 (year 2033), Design Load: HS 20, Features Intersected: AVENUE Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.171, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.0m (75.5ft)
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: Meets minimum limits, 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: 51520038001037, Location: 0.95 MI W OF IH 27 (Lat: 33.592586, Lng: -101.855786), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 19,146 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 17,320 (year 2033), Design Load: HS 20, Features Intersected: AVENUE Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.171, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.0m (75.5ft)
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: Meets minimum limits, 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: 51520038001038, Location: 0.4 MI SW OF UNIVERSITY (Lat: 33.591944, Lng: -101.878367), Route carried "on" structure: Ramp State highway 2255, Year Built: 2009, Status: Open, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 3,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,400 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 4TH EAST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.178, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Better than 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520038001038, Location: 0.4 MI SW OF UNIVERSITY (Lat: 33.591944, Lng: -101.878367), Route carried "on" structure: Ramp State highway 2255, Year Built: 2009, Status: Open, Structure Length: 19.69m (64.60ft), Average Daily Traffic: 3,100 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,400 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 4TH EAST RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.178, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Better than 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 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 51520038001039, Location: 0.4 MI SW OF UNIVERSITY (Lat: 33.592025, Lng: -101.878292), Route carried "on" structure: Ramp State highway 2255, Year Built: 2009, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 6,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,500 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 4TH RED RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.152, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to 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: 51520038001039, Location: 0.4 MI SW OF UNIVERSITY (Lat: 33.592025, Lng: -101.878292), Route carried "on" structure: Ramp State highway 2255, Year Built: 2009, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 6,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,500 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 4TH RED RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.152, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to 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: 5152003800104, Location: 0.9 MI SW OF UNIVERSITY (Lat: 33.587694, Lng: -101.883414), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.402, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 55.5m (182.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.3m (69.9ft)
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: Somewhat better than minimum adequacy, Underclear: Equal to 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: 5152003800104, Location: 0.9 MI SW OF UNIVERSITY (Lat: 33.587694, Lng: -101.883414), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.402, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 55.5m (182.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.3m (69.9ft)
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: Somewhat better than minimum adequacy, Underclear: Equal to 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: 51520038001042, Location: 2.80 MI NE OF LOOP 289 (Lat: 33.577886, Lng: -101.901156), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19TH STREET EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: 51520038001042, Location: 2.80 MI NE OF LOOP 289 (Lat: 33.577886, Lng: -101.901156), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19TH STREET EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: 51520038001043, Location: 0.40 MI NE OF FM 114 (Lat: 33.581364, Lng: -101.893711), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 24,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 40,800 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: TTU PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 45.0m (147.6ft), Out-to-Out Width: 52.3m (171.6ft)
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: Superior to present desirable criteria, Underclear: Equal to 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: 51520038001043, Location: 0.40 MI NE OF FM 114 (Lat: 33.581364, Lng: -101.893711), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 24,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 40,800 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: TTU PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 9, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 45.0m (147.6ft), Out-to-Out Width: 52.3m (171.6ft)
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: Superior to present desirable criteria, Underclear: Equal to 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: 51520038001044, Location: 0.90 MI W OF US 84 (Lat: 33.592431, Lng: -101.870300), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 22,300 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 54,200 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 50.5m (165.7ft), Out-to-Out Width: 60.7m (199.1ft)
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: Equal to 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: 51520038001044, Location: 0.90 MI W OF US 84 (Lat: 33.592431, Lng: -101.870300), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 22,300 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 54,200 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: UNIVERSITY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 50.5m (165.7ft), Out-to-Out Width: 60.7m (199.1ft)
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: Equal to 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: 51520038001045, Location: 2.80 MI NE OF LOOP 289 (Lat: 33.578056, Lng: -101.899725), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19TH STREET WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: 51520038001045, Location: 2.80 MI NE OF LOOP 289 (Lat: 33.578056, Lng: -101.899725), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,900 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 22,600 (year 2030), Design Load: HS 20, Features Intersected: US 82, Facility Carried by Structure: 19TH STREET WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: 51520038001046, Location: 0.35 MI SW OF SH 114 (Lat: 33.575581, Lng: -101.904728), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 29,534 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 40,200 (year 2030), Design Load: HS 20, Features Intersected: QUAKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.847, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 51520038001046, Location: 0.35 MI SW OF SH 114 (Lat: 33.575581, Lng: -101.904728), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 29,534 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 40,200 (year 2030), Design Load: HS 20, Features Intersected: QUAKER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.847, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: 51520038001047, Location: 0.95 MI W OF IH 27 (Lat: 33.592953, Lng: -101.854797), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 13,413 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 17,320 (year 2033), Design Load: HS 20, Features Intersected: AVENUE Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.171, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520038001047, Location: 0.95 MI W OF IH 27 (Lat: 33.592953, Lng: -101.854797), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 13,413 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 17,320 (year 2033), Design Load: HS 20, Features Intersected: AVENUE Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.171, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 51520038001048, Location: 0.35 MI SW OF SH 114 (Lat: 33.574503, Lng: -101.905542), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,800 (year 2035), Design Load: HS 20, Features Intersected: QUAKER AVENUE, Facility Carried by Structure: W-19 OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.847, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Meets minimum limits, 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: 51520038001048, Location: 0.35 MI SW OF SH 114 (Lat: 33.574503, Lng: -101.905542), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,800 (year 2035), Design Load: HS 20, Features Intersected: QUAKER AVENUE, Facility Carried by Structure: W-19 OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.847, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
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: Meets minimum limits, 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: 51520038001096, Location: 1.75 MI S OF SH 114 (Lat: 33.552150, Lng: -101.939208), Route carried "on" structure: State highway 289, Year Built: 2006, Status: Open, Structure Length: 22.89m (75.10ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HS 20, Features Intersected: US 62/82 FR RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 23.947, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520038001096, Location: 1.75 MI S OF SH 114 (Lat: 33.552150, Lng: -101.939208), Route carried "on" structure: State highway 289, Year Built: 2006, Status: Open, Structure Length: 22.89m (75.10ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HS 20, Features Intersected: US 62/82 FR RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 23.947, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 51520038001097, Location: 1.75 MI S OF SH 114 (Lat: 33.552319, Lng: -101.938939), Route carried "on" structure: State highway 289, Year Built: 2006, Status: Open, Structure Length: 22.89m (75.10ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HS 20, Features Intersected: US 62/82 FR RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 23.947, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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: 51520038001097, Location: 1.75 MI S OF SH 114 (Lat: 33.552319, Lng: -101.938939), Route carried "on" structure: State highway 289, Year Built: 2006, Status: Open, Structure Length: 22.89m (75.10ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2030), Design Load: HS 20, Features Intersected: US 62/82 FR RDS
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 23.947, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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: 51520038001102, Location: 1.75 MI S OF SH 114 (Lat: 33.552622, Lng: -101.939539), Route carried "on" structure: Ramp State highway 289, Year Built: 2006, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 3,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 4,000 (year 2030), Design Load: HS 20, Features Intersected: US 62/82 EB FRTG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.947, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very 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: Equal to 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: 51520038001102, Location: 1.75 MI S OF SH 114 (Lat: 33.552622, Lng: -101.939539), Route carried "on" structure: Ramp State highway 289, Year Built: 2006, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 3,000 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 4,000 (year 2030), Design Load: HS 20, Features Intersected: US 62/82 EB FRTG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.947, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very 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: Equal to 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: 51520038001214, Location: 0.20 MI SW OF SLIDE RD (Lat: 33.562275, Lng: -101.925436), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 27,928 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 48,911 (year 2031), Design Load: HS 20, Features Intersected: 34TH STREET SPLIT, Facility Carried by Structure: CHIC-E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.534, Lanes on structure: 1, Lanes under structure: 3, 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: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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 desirable criteria, Underclear: Meets minimum limits, 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: 51520038001214, Location: 0.20 MI SW OF SLIDE RD (Lat: 33.562275, Lng: -101.925436), Route carried "on" structure: Ramp US 82, Year Built: 2009, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 27,928 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 48,911 (year 2031), Design Load: HS 20, Features Intersected: 34TH STREET SPLIT, Facility Carried by Structure: CHIC-E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.534, Lanes on structure: 1, Lanes under structure: 3, 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: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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 desirable criteria, Underclear: Meets minimum limits, 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: 51520038001215, Location: 0.20 MI SW OF SLIDE RD (Lat: 33.562392, Lng: -101.925547), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 20,436 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 48,911 (year 2031), Design Load: HS 20, Features Intersected: 34TH STREET SPLIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.534, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 51520038001215, Location: 0.20 MI SW OF SLIDE RD (Lat: 33.562392, Lng: -101.925547), Route carried "on" structure: US 82, Year Built: 2009, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 20,436 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 48,911 (year 2031), Design Load: HS 20, Features Intersected: 34TH STREET SPLIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.534, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place