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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: 42, Location: .85 MI E OF 12TH ST (Lat: 35.749444, Lng: -95.367500), Route carried "on" structure: City street 6784, Year Built: 1905, Status: Posted for load, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,560 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 12,096 (year 2026), Design Load: H 10, Features Intersected: KATY R.R. UNDER Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $222,000, Total Project Cost: $628,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 5574, Location: .3 N .1 E OF SH 165 (Lat: 35.743611, Lng: -95.305000), Route carried "on" structure: City street N4330, Year Built: 1938, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2026), Design Load: H 15, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6093, Location: 0.04 MI N PEAK BLVD. (Lat: 35.712222, Lng: -95.358056), Route carried "on" structure: City street 6741, Year Built: 1950, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,001 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,202 (year 2026), Features Intersected: CORTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Channel: Poor, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $106,000, Total Project Cost: $307,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10929, Location: 0.6 MI N PEAK BLVD. (Lat: 35.720556, Lng: -95.358056), Route carried "on" structure: City street 6741, Year Built: 1948, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,520 (year 2026), Design Load: H 15, Features Intersected: COODY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $177,000, Total Project Cost: $514,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11984, Location: 1.1 MI N HANCOCK ST. (Lat: 35.726389, Lng: -95.358056), Route carried "on" structure: City street 6741, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,280 (year 2026), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 18.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $77,000, Total Project Cost: $225,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12788, Location: 14.1 MI NE C/L (Lat: 35.748333, Lng: -95.398333), Route carried "on" structure: US 69, Year Built: 1952, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 21,900 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,040 (year 2026), Design Load: HS 20, Features Intersected: COODY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.816, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5156HP00, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $555,000, Total Project Cost: $942,000 ( Estimate for 2007) Find on map >>
Structure Number: 12955, Location: 12.8 MI NE C/L (Lat: 35.748333, Lng: -95.398333), Route carried "on" structure: US 69, Year Built: 1953, Year Reconstructed: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 16,400 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 26,240 (year 2026), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.643, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5156HP00, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $515,000, Total Project Cost: $875,000 ( Estimate for 2007) Find on map >>
Structure Number: 13677, Location: 3.2 MI E JCT US 69 (Lat: 35.771667, Lng: -95.430000), Route carried "on" structure: US 62, Year Built: 1956, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 8,550 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 13,680 (year 2026), Design Load: H 20, Features Intersected: MK & T R/R. UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.78m (58.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,281,000, Roadway Improvement Cost: $3,764,000, Total Project Cost: $6,387,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13977, Location: 0.1 MI S JCT US 62 (Lat: 35.741667, Lng: -95.378333), Route carried "on" structure: Business US 62B, Year Built: 1958, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15,200 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 24,320 (year 2026), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: U.S. 62 BUS. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Out-to-Out Width: 33.2m (108.9ft) Condition: Channel: Good, Culverts: 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: 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: 14549, Location: 1.8 MI N 64 ST. (Lat: 35.737500, Lng: -95.393889), Route carried "on" structure: City street 6701, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2026), Design Load: H 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.98m (9.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $84,000, Total Project Cost: $241,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14713, Location: 0.6 MI E YORK ST. (Lat: 35.726111, Lng: -95.328056), Route carried "on" structure: City street 6740, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,520 (year 2026), Design Load: H 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $87,000, Total Project Cost: $251,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16453, Location: 1.5 MI S JCT US 62B (Lat: 35.558333, Lng: -95.305000), Route carried "on" structure: Business US 64B, Year Built: 1965, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 16%, Average Future Daily Traffic: 16,000 (year 2026), Design Load: HS 20, Features Intersected: COODY CREEK, Facility Carried by Structure: U.S. 64 BUS. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $710,000, Total Project Cost: $1,204,000 ( Estimate for 2007) Find on map >>
Structure Number: 16584, Location: 2.5 MI S JCT US 62B (Lat: 35.545000, Lng: -95.300000), Route carried "on" structure: Business US 64, Year Built: 1965, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2026), Design Load: HS 20, Features Intersected: MK & T R.R. UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $831,000, Roadway Improvement Cost: $1,372,000, Total Project Cost: $2,328,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16585, Location: 2.5 MI S JCT US 62B (Lat: 35.545000, Lng: -95.300000), Route carried "on" structure: Business US 64, Year Built: 1965, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 8,000 (year 2026), Design Load: HS 20, Features Intersected: MK & T R.R. UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $831,000, Roadway Improvement Cost: $1,372,000, Total Project Cost: $2,328,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17094, Location: 1.0 MI N OF US 62 (Lat: 35.783333, Lng: -95.308333), Route carried "on" structure: Ramp State highway 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), Skew: 3 degrees, 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: 29.9m (98.1ft) 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, 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: 17095, Location: 1.0 MI N OF US 62 (Lat: 35.783333, Lng: -95.308333), Route carried "on" structure: Ramp State highway 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: 29.9m (98.1ft) Condition: Channel: Good, Culverts: 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: Better than present minimum 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: 17096, Location: T.P. NO 33.19 (Lat: 35.786667, Lng: -95.311667), Route carried "on" structure: Other road , Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,340 (year 2006), Truck Traffic: 25%, Average Future Daily Traffic: 14,944 (year 2026), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: MUSKOGEE TP Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 3.379, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5162HP00, Subroute: 2), Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 36.9m (121.1ft), Out-to-Out Width: 37.5m (123.0ft) 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $150,000, Total Project Cost: $360,000 ( Estimate for 2007) Find on map >>
Structure Number: 17172, Location: 0.4 MI S JCT US 64B (Lat: 35.888333, Lng: -95.375000), Route carried "on" structure: US 64, Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 12,800 (year 2026), Design Load: HS 20, Features Intersected: COATA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 69.5m (228.0ft) Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $903,000, Total Project Cost: $1,532,000 ( Estimate for 2007) Find on map >>
Structure Number: 17265, Location: AT JCT US 64B (Lat: 35.895000, Lng: -95.375000), Route carried "on" structure: US 64, Year Built: 1968, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 6,400 (year 2026), Design Load: HS 20, Features Intersected: U.S. 64 UNDER Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.35m (20.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $1,344,000, Total Project Cost: $2,280,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17266, Location: AT JCT US 64B (Lat: 35.895000, Lng: -95.375000), Route carried "on" structure: US 64, Year Built: 1968, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 6,400 (year 2026), Design Load: HS 20, Features Intersected: U.S. 64 UNDER Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.35m (20.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $814,000, Roadway Improvement Cost: $1,344,000, Total Project Cost: $2,280,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17301, Location: T.P NO 32.78 (Lat: 35.796667, Lng: -95.313333), Route carried "on" structure: Other road , Year Built: 1968, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 9,490 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 15,184 (year 2026), Design Load: H 20, Features Intersected: K.O. & G.R.R. UNDER, Facility Carried by Structure: MUSKOGEE TP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5162HP00, Subroute: 1), Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $617,000, Total Project Cost: $1,183,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17346, Location: 0.2 MI S JCT US 165 (Lat: 35.890000, Lng: -95.375000), Route carried "on" structure: US 64, Year Built: 1968, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 6,400 (year 2026), Design Load: HS 20, Features Intersected: T.P. R.R. UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2006, Critical Feature Inspection Date: May 2006, Bridge Improvement Cost: $1,290,000, Roadway Improvement Cost: $2,128,000, Total Project Cost: $3,611,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17347, Location: 0.2 MI S JCT US 165 (Lat: 35.890000, Lng: -95.375000), Route carried "on" structure: US 64, Year Built: 1968, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 6,400 (year 2026), Design Load: HS 20, Features Intersected: T.P. R.R. UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2006, Critical Feature Inspection Date: May 2006, Bridge Improvement Cost: $1,290,000, Roadway Improvement Cost: $2,128,000, Total Project Cost: $3,611,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17359, Location: 1.5 MI'S N. JCT US 62 (Lat: 35.796667, Lng: -95.313333), Route carried "on" structure: Other road , Year Built: 1968, Status: Open, Structure Length: 53.52m (175.59ft), Average Daily Traffic: 9,490 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 15,184 (year 2026), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: MUSKOGEE TP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5162HP00, Subroute: 1), Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: 53.52m (175.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $4,119,000, Roadway Improvement Cost: $2,500,000, Total Project Cost: $7,526,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17381, Location: 2 MI S JCT US 62 (Lat: 35.615000, Lng: -95.305000), Route carried "on" structure: State highway 165, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 28,320 (year 2026), Design Load: HS 20, Features Intersected: WEB CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.303, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 5164HP00, 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: 3.0m (9.8ft) 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $757,000, Total Project Cost: $1,284,000 ( Estimate for 2007) Find on map >>
Structure Number: 17382, Location: 2 MI S JCT US 62 (Lat: 35.615000, Lng: -95.305000), Route carried "on" structure: Other road 165, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,350 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 6,960 (year 2026), Design Load: HS 20, Features Intersected: WEB CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.303, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), 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: 17383, Location: 2 MI S JCT US 62 (Lat: 35.615000, Lng: -95.305000), Route carried "on" structure: Other road 165, Year Built: 1969, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,350 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 6,960 (year 2026), Design Load: HS 20, Features Intersected: WEB CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.303, Lanes on structure: 3, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), 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: 17384, Location: 0.9 MI S JCT US 62 (Lat: 35.630000, Lng: -95.305000), Route carried "on" structure: State highway 165, Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 17,700 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 28,320 (year 2026), Design Load: HS 20, Features Intersected: TREATY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5164HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 23 degrees, 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: 80.8m (265.1ft) Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Better than 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: $327,000, Roadway Improvement Cost: $539,000, Total Project Cost: $915,000 ( Estimate for 2007) Find on map >>
Structure Number: 17474, Location: 2.1 MI S JCT US 62 (Lat: 35.613333, Lng: -95.305000), Route carried "on" structure: State highway 165, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,850 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 14,160 (year 2026), Design Load: HS 20, Features Intersected: CHANDLER ST. UNDER Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 1.142, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 5164HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $1,228,000, Total Project Cost: $2,083,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17475, Location: 2.1 MI S JCT US 62 (Lat: 35.613333, Lng: -95.305000), Route carried "on" structure: State highway 165, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 8,850 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 14,160 (year 2026), Design Load: HS 20, Features Intersected: CHANDLER ST. UNDER Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.142, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 5164HP00, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $744,000, Roadway Improvement Cost: $1,228,000, Total Project Cost: $2,083,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17516, Location: 1.1 MI S JCT US 62 (Lat: 35.626667, Lng: -95.305000), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,200 (year 2026), Design Load: HS 20, 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, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $2,586,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17517, Location: 1.1 MI S JCT US 62 (Lat: 35.626667, Lng: -95.305000), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 2,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,200 (year 2026), Design Load: HS 20, Features Intersected: S.H. 165 UNDER, Facility Carried by Structure: GIBSON ST. Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 2.800, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $1,524,000, Total Project Cost: $2,586,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17518, Location: 0.5 MI S JCT US 62 (Lat: 35.635000, Lng: -95.305000), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 5,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2026), Design Load: H 20, 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, 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, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,755,000, Roadway Improvement Cost: $2,896,000, Total Project Cost: $4,914,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17609, Location: 2.4 MI E JCT SH 16 (Lat: 35.773333, Lng: -95.265000), Route carried "on" structure: US 62, Year Built: 1969, Status: Open, Structure Length: 45.63m (149.70ft), Average Daily Traffic: 10,900 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 17,440 (year 2026), Design Load: HS 20, Features Intersected: ARKANSAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.443, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 15.9m (52.2ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 101.8m (334.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 45.63m (149.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Underwater Inspection Date: September 2007, Other Special Inspection Date: September 2003, Bridge Improvement Cost: $8,952,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $14,214,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1761, Location: 2.4 MI E JCT SH 16 (Lat: 35.773333, Lng: -95.265000), Route carried "on" structure: US 62, Year Built: 1969, Status: Open, Structure Length: 45.63m (149.70ft), Average Daily Traffic: 10,900 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 17,440 (year 2026), Design Load: HS 20, Features Intersected: ARKANSAS RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.443, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 15.9m (52.2ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 101.8m (334.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.63m (149.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2007, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $8,952,000, Roadway Improvement Cost: $4,500,000, Total Project Cost: $14,214,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17908, Location: 1.7 MI E JCT SH 16 (Lat: 35.766667, Lng: -95.295000), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 8,350 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 13,360 (year 2026), Design Load: HS 20, Features Intersected: S.H. 165 UNDER Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 2.751, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.83m (19.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $1,234,000, Total Project Cost: $2,095,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17909, Location: 1.7 MI E JCT SH 16 (Lat: 35.766667, Lng: -95.295000), Route carried "on" structure: US 62, Year Built: 1970, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 8,350 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 13,360 (year 2026), Design Load: HS 20, Features Intersected: S.H. 165 UNDER Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 2.751, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.83m (19.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $748,000, Roadway Improvement Cost: $1,234,000, Total Project Cost: $2,095,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18016, Location: 1.0 MI E US 64 BUS (Lat: 35.711667, Lng: -95.440000), Route carried "on" structure: State highway 165, Year Built: 1971, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 12,400 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 19,840 (year 2026), Design Load: HS 20, Features Intersected: COATA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft) 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $1,097,000, Total Project Cost: $1,861,000 ( Estimate for 2007) Find on map >>
Structure Number: 182, Location: 2.6 MI E JCT US 69 (Lat: 35.771667, Lng: -95.436667), Route carried "on" structure: US 62, Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 16,200 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 25,920 (year 2026), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.087, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 20 degrees, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Out-to-Out Width: 37.2m (122.0ft) Condition: Channel: Fair, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $411,000, Total Project Cost: $697,000 ( Estimate for 2007) Find on map >>
Structure Number: 18229, Location: 1.6 MI E JCT US 69 (Lat: 35.771667, Lng: -95.455000), Route carried "on" structure: US 62, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 16,200 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 25,920 (year 2026), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft) 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $513,000, Total Project Cost: $870,000 ( Estimate for 2007) Find on map >>
Structure Number: 18233, Location: 2.8 MI E JCT US 69 (Lat: 35.771667, Lng: -95.435000), Route carried "on" structure: Other road 62, Year Built: 1972, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 320 (year 2026), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $555,000, Total Project Cost: $942,000 ( Estimate for 2007) Find on map >>
Structure Number: 18355, Location: 3.2 MI E JCT US 69 (Lat: 35.771667, Lng: -95.430000), Route carried "on" structure: US 62, Year Built: 1972, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 8,550 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 13,680 (year 2026), Design Load: HS 20, Features Intersected: MK & T R/R. UNDER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.73m (58.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,275,000, Roadway Improvement Cost: $3,754,000, Total Project Cost: $6,370,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1885, Location: 1.7 MI E 54 ST. (Lat: 35.740556, Lng: -95.400278), Route carried "on" structure: City street 6760, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 683 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,093 (year 2026), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: 3.22m (10.56ft), 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), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 19354, 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 Discuss this city on our hugely popular Oklahoma forum Back to: Altus, OK, Oklahoma, All US cities.
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