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Bridge Statistics for Altus, Oklahoma (OK) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Altus, OK, Oklahoma, Oklahoma forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 75 Total length: 544 meters (1,785ft) Total costs: $146,205,000 Total average daily traffic: 558,214 Total average daily truck traffic: 50,607 National Bridge Inventory (NBI) Registered Bridges for Altus
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 19355, Location: 3 MI. E JCT SH 16 (Lat: 35.786667, Lng: -95.261667), Route carried "on" structure: US 62, Year Built: 1977, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 10,900 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 17,440 (year 2026), Design Load: HS 20, Features Intersected: STREET & RR UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.56m (54.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,125,000, Roadway Improvement Cost: $3,506,000, Total Project Cost: $5,949,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19835, Location: 1.7 MI N JCT US 62 (Lat: 35.790000, Lng: -95.330000), Route carried "on" structure: State highway 16, Year Built: 1980, Status: Open, Structure Length: 28.07m (92.09ft), Average Daily Traffic: 5,600 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 8,960 (year 2026), Design Load: HS 20, Features Intersected: ARKANSAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.558, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.07m (92.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2006, Underwater Inspection Date: October 2006, Other Special Inspection Date: October 2006, Bridge Improvement Cost: $6,842,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $11,983,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 19836, Location: 2.6 MI N OF SH 165 (Lat: 35.746389, Lng: -95.371389), Route carried "on" structure: City street 6772, Year Built: 1980, Status: Open, Structure Length: 32.67m (107.19ft), Average Daily Traffic: 3,500 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 5,600 (year 2026), Design Load: HS 20, Features Intersected: 2ND ST, MAIN ST,RR UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 8, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 32.67m (107.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $5,005,000, Roadway Improvement Cost: $480,000, Total Project Cost: $5,632,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 20905, Location: 0.8 MI N OF US 62 (Lat: 35.765833, Lng: -95.429444), Route carried "on" structure: City street 6661, Year Built: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2026), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $75,000, Total Project Cost: $225,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21441, Location: 2.9 MI E US 64 (Lat: 35.711667, Lng: -95.411667), Route carried "on" structure: State highway 165, Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,400 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 13,440 (year 2026), Design Load: HS 20, Features Intersected: C.C. CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5153HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Out-to-Out Width: 44.5m (146.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2007) Find on map >>
Structure Number: 21524, Location: 1.4 MI E US 64 (Lat: 35.711667, Lng: -95.435000), Route carried "on" structure: State highway 165, Year Built: 1987, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 7,600 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 12,160 (year 2026), Design Load: HS 20, Features Intersected: COATA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5153HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Out-to-Out Width: 45.1m (148.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $553,000, Roadway Improvement Cost: $913,000, Total Project Cost: $1,549,000 ( Estimate for 2007) Find on map >>
Structure Number: 21664, Location: SH 165 & TURNPIKE (Lat: 35.711667, Lng: -95.391667), Route carried "on" structure: State highway 165, Year Built: 1987, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 6,720 (year 2026), Design Load: HS 20, Features Intersected: HANCOCK ST. UNDER Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 6.822, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5153HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.92m (22.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $962,000, Total Project Cost: $1,633,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 21678, Location: SH 165 & TURNPIKE (Lat: 35.711667, Lng: -95.391667), Route carried "on" structure: State highway 165, Year Built: 1987, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 6,720 (year 2026), Design Load: HS 20, Features Intersected: HANCOCK ST. UNDER Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 6.822, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5153HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.86m (19.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $833,000, Total Project Cost: $1,414,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 21707, Location: SH 165 & TURNPIKE (Lat: 35.711667, Lng: -95.393333), Route carried "on" structure: State highway 165, Year Built: 1987, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 6,720 (year 2026), Design Load: HS 20, Features Intersected: S.H. 165 RAMP N-S UNDER Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 6.629, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5163HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 86.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.55m (37.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $906,000, Roadway Improvement Cost: $1,495,000, Total Project Cost: $2,537,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 21713, Location: 1.6 MI E US 64 (Lat: 35.711667, Lng: -95.431667), Route carried "on" structure: State highway 165, Year Built: 1987, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 3,800 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 6,080 (year 2026), Design Load: HS 20, Features Intersected: COODY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5153HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.14m (39.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $1,560,000, Total Project Cost: $2,647,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 21714, Location: 1.6 MI E US 64 (Lat: 35.711667, Lng: -95.431667), Route carried "on" structure: State highway 165, Year Built: 1987, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 3,800 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 6,080 (year 2026), Design Load: HS 20, Features Intersected: COODY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5153HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.14m (39.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $945,000, Roadway Improvement Cost: $1,560,000, Total Project Cost: $2,647,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 23263, Location: 1.0 MI N OF US 62 (Lat: 35.783333, Lng: -95.308333), Route carried "on" structure: Other road 165, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,250 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 5,200 (year 2026), Design Load: HS 20, Features Intersected: HYDE PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2007) Find on map >>
Structure Number: 23264, Location: 1.0 MI N OF US 62 (Lat: 35.783333, Lng: -95.308333), Route carried "on" structure: Other road 165, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,250 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 5,200 (year 2026), Design Load: HS 20, Features Intersected: HYDE PARK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $380,000, Total Project Cost: $644,000 ( Estimate for 2007) Find on map >>
Structure Number: 12806, Location: 14.7 MI NE C/L (Lat: 35.735000, Lng: -95.400000), Route carried "under" structure: US 69, Year Built: 1952, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 21,900 (year 2006), Truck Traffic: 7%, Features Intersected: U.S. 69 UNDER, Facility Carried by Structure: PEDESTRIAN PATH Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 23.652, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 17265, Location: AT JCT US 64B (Lat: 35.895000, Lng: -95.375000), Route carried "under" structure: US 64, Year Built: 1968, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 10,100 (year 2006), Truck Traffic: 7%, Features Intersected: U.S. 64 UNDER Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 17266, Location: AT JCT US 64B (Lat: 35.895000, Lng: -95.375000), Route carried "under" structure: US 64, Year Built: 1968, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 10,100 (year 2006), Truck Traffic: 7%, Features Intersected: U.S. 64 UNDER Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.979, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 17474, Location: 2.1 MI S JCT US 62 (Lat: 35.613333, Lng: -95.305000), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 5%, Features Intersected: CHANDLER ST. UNDER, Facility Carried by Structure: S.H. 165 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 1.142, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 17475, Location: 2.1 MI S JCT US 62 (Lat: 35.613333, Lng: -95.305000), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 5%, Features Intersected: CHANDLER ST. UNDER, Facility Carried by Structure: S.H. 165 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.142, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 17516, Location: 1.1 MI S JCT US 62 (Lat: 35.626667, Lng: -95.305000), Route carried "under" structure: State highway 165, Year Built: 1969, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: GIBSON ST. Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 2.767, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 17517, Location: 1.1 MI S JCT US 62 (Lat: 35.626667, Lng: -95.305000), Route carried "under" structure: State highway 165, Year Built: 1969, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: GIBSON ST. Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.028, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 17518, Location: 0.5 MI S JCT US 62 (Lat: 35.635000, Lng: -95.305000), Route carried "under" structure: State highway 165, Year Built: 1969, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: NORTH ST. Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 3.733, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 1754, Location: 0.4 MI S JCT US 62 (Lat: 35.750000, Lng: -95.308333), Route carried "under" structure: State highway 165, Year Built: 1969, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: S.L. & S.F. R.R. Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 3.813, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 17908, Location: 1.7 MI E JCT SH 16 (Lat: 35.766667, Lng: -95.295000), Route carried "under" structure: State highway 165, Year Built: 1970, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: U.S. 62 Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 4.473, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 17909, Location: 1.7 MI E JCT SH 16 (Lat: 35.766667, Lng: -95.295000), Route carried "under" structure: State highway 165, Year Built: 1970, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: U.S. 62 Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 19354, Location: 3 MI. E JCT SH 16 (Lat: 35.786667, Lng: -95.261667), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 7%, Features Intersected: STREET & RR UNDER, Facility Carried by Structure: U.S. 62 WB Minimum Vertical Clearance: 7.39m (24.25ft), Kilometerpoint: 4.827, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 19355, Location: 3 MI. E JCT SH 16 (Lat: 35.786667, Lng: -95.261667), Route carried "under" structure: City street , Year Built: 1977, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 7%, Features Intersected: STREET & RR UNDER, Facility Carried by Structure: U.S. 62 EB Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 4.827, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 19836, Location: 2.6 MI N OF SH 165 (Lat: 35.746389, Lng: -95.371389), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 32.67m (107.19ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 15%, Features Intersected: 2ND ST, MAIN ST,RR UNDER, Facility Carried by Structure: FAU 6772 (COLUMBIS Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 1.609, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 21664, Location: SH 165 & TURNPIKE (Lat: 35.711667, Lng: -95.391667), Route carried "under" structure: City street , Year Built: 1987, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 15%, Features Intersected: HANCOCK ST. UNDER, Facility Carried by Structure: S.H. 165 Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 6.822, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 21678, Location: SH 165 & TURNPIKE (Lat: 35.711667, Lng: -95.391667), Route carried "under" structure: City street , Year Built: 1987, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 10%, Features Intersected: HANCOCK ST. UNDER, Facility Carried by Structure: S.H. 165 Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 6.822, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 21707, Location: SH 165 & TURNPIKE (Lat: 35.711667, Lng: -95.393333), Route carried "under" structure: Ramp State highway 165, Year Built: 1987, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 3,250 (year 2006), Truck Traffic: 15%, Features Intersected: S.H. 165 RAMP N-S UNDER Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 31.456, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 21719, Location: 0.5 MI E OF US 64 (Lat: 35.713333, Lng: -95.448333), Route carried "under" structure: State highway 165, Year Built: 1987, Structure Length: 17.65m (57.91ft), Average Daily Traffic: 11,600 (year 2006), Truck Traffic: 7%, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 0.949, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.7m (140.1ft) Discuss this city on our hugely popular Oklahoma forum Back to: Altus, OK, Oklahoma, All US cities.
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