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Bridge Statistics for Texarkana, Texas (TX) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Texarkana, TX, Texas, Texas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 47 Total length: 259 meters (850ft) Total costs: $416,000 Total average daily traffic: 227,540 Total average daily truck traffic: 12,382 National Bridge Inventory (NBI) Registered Bridges for Texarkana
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 19019002180205, Location: 0.90 MI S OF US 67 (Lat: 33.404739, Lng: -94.097556), Route carried "on" structure: US 59, Year Built: 1981, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 26,420 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 46,920 (year 2025), Design Load: HS 20, Features Intersected: HOWARD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.208, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2006 Find on map >>
Structure Number: 190190021802051, Location: 1.10 MI S OF US 67 (Lat: 33.402461, Lng: -94.097761), Route carried "on" structure: US 59, Year Built: 1981, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 26,420 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 46,920 (year 2025), Design Load: HS 20, Features Intersected: UP RR & FINDLEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.410, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 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: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190021802052, Location: 1.10 MI S OF US 67 (Lat: 33.402450, Lng: -94.097550), Route carried "on" structure: US 59, Year Built: 1981, Year Reconstructed: 2002, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 26,420 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 46,920 (year 2025), Design Load: HS 20, Features Intersected: UP RR & FINDLEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.410, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 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: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 190190205003001, Location: 0.7 MI S OF SH 93 (Lat: 33.387567, Lng: -94.092203), Route carried "on" structure: State highway 3527, Year Built: 1998, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,160 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 5,500 (year 2025), Design Load: HS 20, Features Intersected: CORRAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.052, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2006 Find on map >>
Structure Number: 190190205003018, Location: 0.60 MI N OF FM 989 (Lat: 33.392431, Lng: -94.100422), Route carried "on" structure: US 59, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 3,080 (year 2025), Design Load: HS 20, Features Intersected: CORRAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2006 Find on map >>
Structure Number: 190190B00310001, Location: 0.45 MI W STATE LINE AVE (Lat: 33.418528, Lng: -94.049636), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2025), Design Load: HS 20, Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: BROAD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 190190B00335001, Location: 0.2 MI N OF SH 93 (Lat: 33.406369, Lng: -94.064944), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 130 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2025), Features Intersected: S WAGNER CREEK, Facility Carried by Structure: BUCHANAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 190190B00525001, Location: 0.2 MI.W.OF RICHMOND RD. (Lat: 33.446992, Lng: -94.074906), Route carried "on" structure: City street U018, Year Built: 1989, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,130 (year 2005), Average Future Daily Traffic: 4,130 (year 2025), Design Load: HS 20, Features Intersected: COWHORN CREEK, Facility Carried by Structure: COLLEGE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B00680001, Location: 0.15 MI W OF STATE LINE (Lat: 33.413492, Lng: -94.045097), Route carried "on" structure: City street , Year Built: 1950, Status: Closed, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 50 (year 2025), Features Intersected: NIX CREEK, Facility Carried by Structure: DAY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Channel: Fair, Culverts: Failed, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B00745001, Location: 0.7 MI E OF FM 1397 (Lat: 33.486667, Lng: -94.064167), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,100 (year 2005), Average Future Daily Traffic: 1,100 (year 2025), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: DOGWOOD LAKE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007 Find on map >>
Structure Number: 190190B00850001, Location: 0.25 MI E OF KILGORE ST (Lat: 33.413056, Lng: -94.088781), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 350 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,060 (year 2025), Design Load: HS 20, Features Intersected: SOUTH WAGNER CREEK, Facility Carried by Structure: FALVEY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B00875001, Location: 0.8 MI W OF SH 93 (Lat: 33.408633, Lng: -94.074733), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 810 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 810 (year 2025), Features Intersected: SOUTH WAGNER CREEK, Facility Carried by Structure: FINDLEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B00875002, Location: 0.3 MI W OF SH 93 (Lat: 33.410894, Lng: -94.066242), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 890 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 890 (year 2025), Features Intersected: WAGNER CREEK, Facility Carried by Structure: FINDLEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B00875003, Location: 0.3 MI E OF US 59 (Lat: 33.404203, Lng: -94.091767), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 600 (year 2005), Average Future Daily Traffic: 1,000 (year 2025), Features Intersected: HOWARD CREEK, Facility Carried by Structure: FINDLEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B00880001, Location: 0.3 MI S OF SH 93 (Lat: 33.393994, Lng: -94.085642), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 650 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 710 (year 2025), Design Load: HS 20, Features Intersected: HOWARD CREEK, Facility Carried by Structure: FLOWER ACRE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B00915001, Location: 0.2 MI W OF SH 93 (Lat: 33.407283, Lng: -94.063553), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,210 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,210 (year 2025), Design Load: H 20, Features Intersected: WAGNER CREEK, Facility Carried by Structure: GARBER ST Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B00915002, Location: 0.6 MI W OF SH 93 (Lat: 33.407289, Lng: -94.070550), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,060 (year 2005), Average Future Daily Traffic: 1,500 (year 2025), Features Intersected: SOUTH WAGNER CREEK, Facility Carried by Structure: GARBER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B00952001, Location: 1.1 MI W OF FM 559 (Lat: 33.457461, Lng: -94.108089), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 70 (year 2005), Average Future Daily Traffic: 500 (year 2025), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: GIBSON LN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.739, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B01042001, Location: 0.5 MI E OF FM 559 (Lat: 33.460406, Lng: -94.079347), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,000 (year 2005), Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20, Features Intersected: DOUBLE BRANCH CREEK, Facility Carried by Structure: ST MICHAEL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B01265001, Location: 1 MI E OF ROBISON RD (Lat: 33.413556, Lng: -94.066531), Route carried "on" structure: City street U029, Year Built: 1971, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,040 (year 2005), Average Future Daily Traffic: 1,040 (year 2025), Features Intersected: WAGNER CREEK, Facility Carried by Structure: JAMISON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.484, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B01375001, Location: 0.5 MI E OF FM 559 (Lat: 33.453875, Lng: -94.074144), Route carried "on" structure: City street U019, Year Built: 1969, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 14,270 (year 2005), Average Future Daily Traffic: 14,270 (year 2025), Design Load: HS 20, Features Intersected: COWHORN CREEK, Facility Carried by Structure: KENNEDY LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B01405001, Location: 0.35 MI S OF US 67 (Lat: 33.414306, Lng: -94.091322), Route carried "on" structure: City street U030, Year Built: 1975, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 740 (year 2005), Average Future Daily Traffic: 740 (year 2025), Design Load: HS 20, Features Intersected: SOUTH WAGNER CREEK, Facility Carried by Structure: KILGORE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B01735001, Location: 0.15 MI E OF CARROLL ST (Lat: 33.443228, Lng: -94.074375), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2025), Features Intersected: COWHORN CREEK, Facility Carried by Structure: MARTINE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal 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: 2.4m (7.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B02005001, Location: 0.1 MI W OF SUMMERHILL RD (Lat: 33.469981, Lng: -94.069867), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 300 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 300 (year 2025), Design Load: HS 20, Features Intersected: COWHORN CREEK, Facility Carried by Structure: NORTHWOOD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02355001, Location: 0.5 MI E OF SH 93 (Lat: 33.440364, Lng: -94.055967), Route carried "on" structure: City street U008, Year Built: 1975, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,300 (year 2005), Average Future Daily Traffic: 3,300 (year 2025), Design Load: HS 20, Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: RICHMOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 190190B02390001, Location: 75 FT N OF US 67 (Lat: 33.421117, Lng: -94.080356), Route carried "on" structure: City street U024, Year Built: 1956, Year Reconstructed: 1973, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 9,780 (year 2005), Average Future Daily Traffic: 9,780 (year 2025), Features Intersected: WAGNER CREEK, Facility Carried by Structure: ROBINSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.677, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 21.2m (69.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02400001, Location: 1 MI S OF US 67 (Lat: 33.410864, Lng: -94.080422), Route carried "on" structure: City street U024, Year Built: 1969, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,330 (year 2005), Average Future Daily Traffic: 5,330 (year 2025), Design Load: HS 20, Features Intersected: SOUTH WAGNER CREEK, Facility Carried by Structure: S ROBINSON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 190190B02705001, Location: 0.5 MI S OF W 4TH ST (Lat: 33.413358, Lng: -94.045881), Route carried "on" structure: City street U015, Year Built: 1975, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 8,840 (year 2005), Average Future Daily Traffic: 8,400 (year 2025), Design Load: HS 20, Features Intersected: NIX CREEK, Facility Carried by Structure: TEXAS VIADUCT NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02705002, Location: 0.5 MI S OF W 4TH ST (Lat: 33.413294, Lng: -94.046081), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 8,840 (year 2005), Average Future Daily Traffic: 8,840 (year 2025), Design Load: HS 20, Features Intersected: NIX CREEK, Facility Carried by Structure: TEXAS VIADUCT SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02705003, Location: 0.2 MI S OF W 4TH ST (Lat: 33.417294, Lng: -94.049700), Route carried "on" structure: State highway U015, Year Built: 1975, Status: Open, Structure Length: 49.35m (161.91ft), Average Daily Traffic: 8,920 (year 2005), Average Future Daily Traffic: 8,920 (year 2025), Design Load: HS 20, Features Intersected: BROAD ST,UPRR & SWAMPDLE, Facility Carried by Structure: TEXAS VIADUCT Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 0.274, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 21, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.35m (161.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $40,000, Total Project Cost: $199,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02705004, Location: INT W 4TH ST & TX VIADUCT (Lat: 33.420297, Lng: -94.050556), Route carried "on" structure: Ramp State highway U015, Year Built: 1975, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,500 (year 2005), Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20, Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: TX VIADUCT RAMP A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02705005, Location: 0.2 MI E OF UP RR (Lat: 33.419450, Lng: -94.050231), Route carried "on" structure: Ramp State highway U015, Year Built: 1975, Status: Open, Structure Length: 16.98m (55.71ft), Average Daily Traffic: 8,920 (year 2005), Average Future Daily Traffic: 8,920 (year 2025), Design Load: HS 20, Features Intersected: W 3RD ST, Facility Carried by Structure: TX VIADUCT RAMP C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Lanes under structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.98m (55.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02705006, Location: 0.1 MI E OF UP RR (Lat: 33.419300, Lng: -94.050142), Route carried "on" structure: Ramp State highway U015, Year Built: 1975, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 8,920 (year 2005), Average Future Daily Traffic: 8,920 (year 2025), Design Load: HS 20, Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: TX VIADUCT RAMP D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02760001, Location: 0.3 MI E OF ROBISON RD (Lat: 33.441489, Lng: -94.074419), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,080 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 2,080 (year 2025), Features Intersected: COWHORN CREEK, Facility Carried by Structure: TUCKER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B02891001, Location: 0.9 MI E OF FM 559 (Lat: 33.459667, Lng: -94.078308), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,690 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 2,365 (year 2025), Design Load: HS 20, Features Intersected: COWHORN CREEK, Facility Carried by Structure: MALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B02940001, Location: 0.2 MI N OF SH 93 (Lat: 33.406386, Lng: -94.069192), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 250 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2025), Design Load: HS 20, Features Intersected: S WAGNER CREEK, Facility Carried by Structure: WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B03045001, Location: 0.3 MI W OF TEXAS BLVD (Lat: 33.421444, Lng: -94.051256), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 330 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 330 (year 2025), Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: W 5TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B03055001, Location: 0.1 MI W OF KCS RR (Lat: 33.419714, Lng: -94.050378), Route carried "on" structure: City street U014, Year Built: 1975, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,920 (year 2005), Average Future Daily Traffic: 8,920 (year 2025), Design Load: HS 20, Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: W 3RD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B03060001, Location: 0.5 MI E OF SH 93 (Lat: 33.420447, Lng: -94.050769), Route carried "on" structure: City street U013, Year Built: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 4,500 (year 2005), Average Future Daily Traffic: 4,500 (year 2025), Design Load: H 20, Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: W 4TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 25.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $30,000, Total Project Cost: $150,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190B03110001, Location: 0.8 MI W OF STATELINE AVE (Lat: 33.429639, Lng: -94.055850), Route carried "on" structure: City street U009, Year Built: 1979, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,360 (year 2005), Average Future Daily Traffic: 2,360 (year 2025), Design Load: HS 20, Features Intersected: SWAMPOODLE CREEK, Facility Carried by Structure: W 14TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B03115001, Location: 0.7 MI W OF SUMMERHILL RD (Lat: 33.431006, Lng: -94.074333), Route carried "on" structure: City street U028, Year Built: 1978, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,500 (year 2005), Average Future Daily Traffic: 2,500 (year 2025), Design Load: HS 20, Features Intersected: COWHORN CREEK, Facility Carried by Structure: W 15TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 190190B03120001, Location: 0.38 MI S OF FM 2240 (Lat: 33.466903, Lng: -94.078108), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,660 (year 2005), Average Future Daily Traffic: 5,660 (year 2025), Design Load: HS 20, Features Intersected: COWHORN CREEK, Facility Carried by Structure: COWHORN CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.607, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 190190B03120002, Location: 1.10 MI S OF FM 2240 (Lat: 33.457258, Lng: -94.076308), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,660 (year 2005), Average Future Daily Traffic: 5,660 (year 2025), Design Load: HS 20, Features Intersected: DOUBLE BRANCH CREEK, Facility Carried by Structure: COWHORN CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.699, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), 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: 15.1m (49.5ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 190190021802051, Location: 1.10 MI S OF US 67 (Lat: 33.402461, Lng: -94.097761), Route carried "under" structure: City street , Year Built: 1981, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 600 (year 2005), Features Intersected: UP RR & FINDLEY ST, Facility Carried by Structure: US 59 SB Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 3.604, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 190190021802052, Location: 1.10 MI S OF US 67 (Lat: 33.402450, Lng: -94.097550), Route carried "under" structure: City street , Year Built: 1981, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 600 (year 2005), Features Intersected: UP RR & FINDLEY ST, Facility Carried by Structure: US 59 NB Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 3.569, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 190190B02705003, Location: 0.2 MI S OF W 4TH ST (Lat: 33.417294, Lng: -94.049700), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 49.35m (161.91ft), Average Daily Traffic: 400 (year 2005), Truck Traffic: 5%, Features Intersected: BROAD ST,UPRR & SWAMPDLE, Facility Carried by Structure: TEXAS VIADUCT Minimum Vertical Clearance: 8.05m (26.41ft), Kilometerpoint: 0.066, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft) Find on map >>
Structure Number: 190190B02705005, Location: 0.2 MI E OF UP RR (Lat: 33.419450, Lng: -94.050231), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 16.98m (55.71ft), Average Daily Traffic: 8,920 (year 2005), Features Intersected: W 3RD ST, Facility Carried by Structure: TX VIADUCT RAMP C Minimum Vertical Clearance: 4.16m (13.65ft), Kilometerpoint: 0.177, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Discuss this city on our hugely popular Texas forum Back to: Texarkana, TX, Texas, All US cities.
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