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Bridge Statistics for Anna, Texas (TX) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Anna, TX, Texas, Texas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 58 Total length: 307 meters (1,007ft) Total costs: $544,000 Total average daily traffic: 2,737,633 Total average daily truck traffic: 126,092 National Bridge Inventory (NBI) Registered Bridges for Anna
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 22200036401029, Location: 0.3 MI W OF BROWN TRAIL (Lat: 32.839700, Lng: -97.164558), Route carried "on" structure: State highway 121, Year Built: 1967, Year Reconstructed: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 194,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 271,600 (year 2025), Design Load: H 20, Features Intersected: TRIB W FK TRINITY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.224, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006 Find on map >>
Structure Number: 2220003640103, Location: .1 MI N OF BEDFORD RD (Lat: 32.839725, Lng: -97.152003), Route carried "on" structure: State highway 121, Year Built: 1967, Year Reconstructed: 1970, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 194,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 271,600 (year 2025), Design Load: H 20, Features Intersected: SULPHUR BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.071, Lanes on structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006 Find on map >>
Structure Number: 22200036401042, Location: 1.2 MI E OF FM-3029 (Lat: 32.839475, Lng: -97.167694), Route carried "on" structure: State highway 121, Year Built: 1970, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 194,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 271,600 (year 2025), Design Load: HS 20, Features Intersected: NORWOOD DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.515, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.2m (122.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200036401043, Location: 1.6 MI E OF FM-3029 (Lat: 32.839994, Lng: -97.159392), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 15,420 (year 2004), Average Future Daily Traffic: 15,470 (year 2025), Design Load: HS 20, Features Intersected: SH 121, Facility Carried by Structure: BROWN TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200036401045, Location: 1.6 MI W OF 121&183 SPLIT (Lat: 32.839050, Lng: -97.150319), Route carried "on" structure: State highway 121, Year Built: 1972, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 194,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 271,600 (year 2025), Design Load: HS 20, Features Intersected: BEDFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.849, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 39.6m (129.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200036401046, Location: 1.1 MI W OF 121&183 SPLIT (Lat: 32.836894, Lng: -97.141706), Route carried "on" structure: State highway 121, Year Built: 1972, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 194,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 271,600 (year 2025), Design Load: HS 20, Features Intersected: FOREST RIDGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.004, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.1m (121.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.11m (26.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200036401047, Location: 0.6 MI W OF 121&183 SPLIT (Lat: 32.836936, Lng: -97.133378), Route carried "on" structure: State highway 121, Year Built: 1972, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 194,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 271,600 (year 2025), Design Load: HS 20, Features Intersected: CENTRAL DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.217, Lanes on structure: 7, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 37.1m (121.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.11m (26.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200036401059, Location: 1.4 MI W OF FM-157 (Lat: 32.837817, Lng: -97.122856), Route carried "on" structure: State highway 121, Year Built: 1980, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 48,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 72,530 (year 2025), Design Load: HS 20, Features Intersected: SH183 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.273, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2220003640106, Location: 0.2 MI NE OF SH-183 (Lat: 32.839675, Lng: -97.120233), Route carried "on" structure: City street B713, Year Built: 1980, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 27,780 (year 2004), Average Future Daily Traffic: 27,830 (year 2025), Design Load: HS 20, Features Intersected: SH-121, Facility Carried by Structure: MURPHY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2220003640108, Location: 0.4 MI N OF BASS PRO RD (Lat: 32.961372, Lng: -97.039250), Route carried "on" structure: Ramp State highway 121, Year Built: 1992, Status: Open, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 24,950 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 17,730 (year 2025), Design Load: HS 20, Features Intersected: SH 121, Facility Carried by Structure: SH 26 CONN 'M' Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.989, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 22200036401114, Location: 0.7 MI NE OF SH-183 (Lat: 32.844733, Lng: -97.115706), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 8,630 (year 2004), Average Future Daily Traffic: 8,580 (year 2025), Design Load: HS 20, Features Intersected: SH-121, Facility Carried by Structure: BEDFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.723, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.58m (37.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $91,000, Total Project Cost: $456,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 22200036401115, Location: 1.3 MI NE OF SH 183 (Lat: 32.851917, Lng: -97.110600), Route carried "on" structure: State highway 121, Year Built: 1986, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 48,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 72,530 (year 2025), Design Load: HS 20, Features Intersected: HARWOOD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.306, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 22200036401116, Location: 1.8 MI NE OF SH 183 (Lat: 32.859203, Lng: -97.105464), Route carried "on" structure: State highway 121, Year Built: 1986, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 48,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 72,530 (year 2025), Design Load: HS 20, Features Intersected: CUMMINGS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.357, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2220003640115, Location: 1.7 MI NE OF SH 183 (Lat: 32.851917, Lng: -97.110733), Route carried "on" structure: State highway 121, Year Built: 1986, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 48,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 72,530 (year 2025), Design Load: HS 20, Features Intersected: HARWOOD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.306, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 22200036401151, Location: 1.8 MI NE OF SH 183 (Lat: 32.859189, Lng: -97.105597), Route carried "on" structure: State highway 121, Year Built: 1986, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 48,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 72,530 (year 2025), Design Load: HS 20, Features Intersected: CUMMINGS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.357, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 22200036405033, Location: 1.3 MI W OF FM-157 (Lat: 32.836844, Lng: -97.122681), Route carried "on" structure: Spur State highway 183, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 73,500 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 102,900 (year 2025), Design Load: HS 20, Features Intersected: TRIB TO W FK TRINITY RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.088, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006 Find on map >>
Structure Number: 22200036405044, Location: 1.3 MI W OF FM-157 (Lat: 32.837811, Lng: -97.122431), Route carried "on" structure: Spur State highway 183, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 147,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 205,800 (year 2025), Design Load: HS 20, Features Intersected: TRIB W FK TRINITY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.042, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006 Find on map >>
Structure Number: 22200036405048, Location: 1.1 MI W OF FM-157 (Lat: 32.837817, Lng: -97.119528), Route carried "on" structure: City street B713, Year Built: 1972, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 27,780 (year 2004), Average Future Daily Traffic: 27,830 (year 2025), Design Load: HS 20, Features Intersected: SH-183, Facility Carried by Structure: MURPHY DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200036405055, Location: 0.6 MI N OF SH-10 (Lat: 32.837675, Lng: -97.099803), Route carried "on" structure: State highway 183, Year Built: 1970, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 147,000 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 205,800 (year 2025), Design Load: HS 20, Features Intersected: FM 157 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.222, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 36.0m (118.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00077001, Location: 50 FT W VALLEYVIEW CT (Lat: 32.834044, Lng: -97.166889), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,480 (year 2004), Average Future Daily Traffic: 14,530 (year 2025), Features Intersected: TRIB WALKER BRANCH, Facility Carried by Structure: BEDFORD EULESS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: March 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: 22200J00077002, Location: 0.7 MI E OF BROWN TRAIL (Lat: 32.837711, Lng: -97.152667), Route carried "on" structure: City street , Year Built: 1942, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,050 (year 2004), Average Future Daily Traffic: 19,100 (year 2025), Features Intersected: SULPHUR BRANCH, Facility Carried by Structure: BEDFORD-EULESS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.505, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $9,000, Total Project Cost: $46,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00090001, Location: 1.4 MI NE OF SH121 (Lat: 32.844844, Lng: -97.128169), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 8,530 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 8,580 (year 2025), Design Load: HS 20, Features Intersected: TRIB TO W FORK TRINITY, Facility Carried by Structure: BEDFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00090002, Location: 0.2 MI E OF MURPHY ROAD (Lat: 32.844650, Lng: -97.121400), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,530 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 8,580 (year 2025), Design Load: HS 20, Features Intersected: TRIB TO W FORK TRINITY, Facility Carried by Structure: BEDFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.482, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22200J00090003, Location: .03 MI E OF SH121 (Lat: 32.845039, Lng: -97.109889), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,470 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 7,520 (year 2025), Design Load: HS 20, Features Intersected: TRIB TO W FORK TRINITY, Facility Carried by Structure: BEDFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.608, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00190001, Location: 0.26 MI S 121 ON F. RIDGE (Lat: 32.832619, Lng: -97.144858), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 340 (year 2004), Average Future Daily Traffic: 390 (year 2025), Design Load: HS 20, Features Intersected: TRIB. SULPHUR CREEK, Facility Carried by Structure: BRIAR DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.228, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22200J00315001, Location: 1.2 MI S OF 121 ON CIR LN (Lat: 32.829972, Lng: -97.150317), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 970 (year 2004), Average Future Daily Traffic: 1,020 (year 2025), Design Load: HS 20, Features Intersected: SULPHUR CREEK, Facility Carried by Structure: CIRCLE LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.610, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00315002, Location: 0.27 MI S OF 121 ON F.R. (Lat: 32.834381, Lng: -97.143222), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2004), Average Future Daily Traffic: 100 (year 2025), Design Load: HS 20, Features Intersected: SULPHUR CREEK, Facility Carried by Structure: CIRCLE LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.791, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00345001, Location: 0.3 MI N SH 183 (Lat: 32.842358, Lng: -97.111233), Route carried "on" structure: City street , Year Built: 1943, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 240 (year 2004), Average Future Daily Traffic: 500 (year 2025), Features Intersected: TRIB TO TRINITY RIVER, Facility Carried by Structure: COMMERCE PL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 19.5m (64.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22200J00475001, Location: 330'S OF SCHUMAC DR. (Lat: 32.829850, Lng: -97.148858), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 580 (year 2004), Average Future Daily Traffic: 630 (year 2025), Design Load: HS 20, Features Intersected: TRIB. OF SULPHUR CREEK, Facility Carried by Structure: EDGECLIFF DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.101, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 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: 9.4m (30.8ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00615001, Location: 0.9 MI N SH121 E FM3029 (Lat: 32.853567, Lng: -97.155914), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 18,700 (year 2004), Average Future Daily Traffic: 18,750 (year 2025), Features Intersected: SULPHUR BRANCH, Facility Carried by Structure: HARWOOD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Channel: Very good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22200J00720001, Location: .05 MI S OF SH121 (Lat: 32.830014, Lng: -97.126600), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,510 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 4,560 (year 2025), Design Load: HS 20, Features Intersected: TRIB TO W FORK TRINITY, Facility Carried by Structure: HOSPITAL PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.764, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 8.5m (27.9ft), Right: 9.1m (29.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J00805001, Location: 0.2 MI S OF SHADY VIEW (Lat: 32.845233, Lng: -97.149653), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2025), Features Intersected: TRIB TO SULPHUR BRCH, Facility Carried by Structure: LAKEVIEW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Channel: Good, Culverts: Satisfactory, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22200J00814001, Location: .02 MI W OF MURPHY RD (Lat: 32.840397, Lng: -97.123831), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,930 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 5,980 (year 2025), Design Load: HS 20, Features Intersected: TRIB TO W FORK TRINITY, Facility Carried by Structure: L. DON DODSON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 22200J01130001, Location: 300' S OFF SCHUMAC ST. (Lat: 32.829708, Lng: -97.147883), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 670 (year 2004), Average Future Daily Traffic: 100 (year 2025), Design Load: HS 20, Features Intersected: TRIB SULPHUR CREEK, Facility Carried by Structure: OVERHILL ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, 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: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 44.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01180001, Location: 0.3 MI W FOREST LANE (Lat: 32.831725, Lng: -97.146742), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 870 (year 2004), Average Future Daily Traffic: 920 (year 2025), Features Intersected: TR TO SULPHUR BRCH, Facility Carried by Structure: DONNA LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01280001, Location: 0.9 MI S SH121 (Lat: 32.825264, Lng: -97.150611), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 580 (year 2004), Average Future Daily Traffic: 630 (year 2025), Features Intersected: SULPHUR BRANCH, Facility Carried by Structure: RANKIN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Channel: Very good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01420001, Location: 0.4 MI S SH121 (Lat: 32.830786, Lng: -97.146958), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 870 (year 2004), Average Future Daily Traffic: 920 (year 2025), Features Intersected: TRIB TO SULPHUR BR, Facility Carried by Structure: SCHUMAC LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft) 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01440001, Location: 0.2 MI W. SHADY GROVE RD (Lat: 32.844011, Lng: -97.152931), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2004), Average Future Daily Traffic: 100 (year 2025), Features Intersected: SULPHUR BRANCH, Facility Carried by Structure: SHADY LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, 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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Channel: Good, Culverts: Satisfactory, 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01465001, Location: 0.6 MI S OFF HARWOOD RD (Lat: 32.844614, Lng: -97.150747), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2004), Average Future Daily Traffic: 100 (year 2025), Features Intersected: TRIB. SULPHUR BRANCH, Facility Carried by Structure: SHADY GROVE DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.365, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01470001, Location: .3 MI S HARWOOD ON SP VAL (Lat: 32.849106, Lng: -97.154072), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2004), Average Future Daily Traffic: 100 (year 2025), Design Load: HS 20, Features Intersected: SULPHUR BRANCH, Facility Carried by Structure: SHADY LAKE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, 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: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01510001, Location: 0.26 MI S OF 121 ON F.R. (Lat: 32.833631, Lng: -97.143533), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2004), Average Future Daily Traffic: 100 (year 2025), Design Load: HS 20, Features Intersected: TRIB. SULPHUR BRANCH, Facility Carried by Structure: SHIRLEY WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 44.4 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01545001, Location: 0.8 MI N SH121 S HARWOOD (Lat: 32.851978, Lng: -97.155056), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 320 (year 2004), Average Future Daily Traffic: 370 (year 2025), Features Intersected: SULPHUR BRANCH, Facility Carried by Structure: SPRINGDALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, 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: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Channel: Very good, Culverts: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200J01715001, Location: 0.25 MI S SH121 W FM157 (Lat: 32.833919, Lng: -97.121197), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,120 (year 2004), Average Future Daily Traffic: 9,170 (year 2025), Features Intersected: TRIB TO W FK TRINITY, Facility Carried by Structure: TIBBETS DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 25.3m (83.0ft) 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22200036401042, Location: 1.2 MI E OF FM-3029 (Lat: 32.839475, Lng: -97.167694), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,008 (year 2004), Features Intersected: NORWOOD DR, Facility Carried by Structure: SH 121 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 1.609, Lanes on structure: 6, 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: 22200036401043, Location: 1.6 MI E OF FM-3029 (Lat: 32.839994, Lng: -97.159392), Route carried "under" structure: State highway 121, Year Built: 1970, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 194,000 (year 2005), Truck Traffic: 5%, Features Intersected: SH 121, Facility Carried by Structure: BROWN TRAIL Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 28.767, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 22200036401045, Location: 1.6 MI W OF 121&183 SPLIT (Lat: 32.839050, Lng: -97.150319), Route carried "under" structure: City street B713, Year Built: 1972, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 18,180 (year 2004), Features Intersected: BEDFORD ROAD, Facility Carried by Structure: SH 121 Minimum Vertical Clearance: 4.74m (15.55ft), Kilometerpoint: 4.634, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 22200036401046, Location: 1.1 MI W OF 121&183 SPLIT (Lat: 32.836894, Lng: -97.141706), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 9,820 (year 2004), Features Intersected: FOREST RIDGE DR, Facility Carried by Structure: SH 121 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.965, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 22200036401047, Location: 0.6 MI W OF 121&183 SPLIT (Lat: 32.836936, Lng: -97.133378), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 22,575 (year 2004), Features Intersected: CENTRAL DRIVE, Facility Carried by Structure: SH 121 Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 0.805, Lanes on structure: 7, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 22200036401059, Location: 1.4 MI W OF FM-157 (Lat: 32.837817, Lng: -97.122856), Route carried "under" structure: State highway 183, Year Built: 1980, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 147,000 (year 2005), Truck Traffic: 6%, Features Intersected: SH183, Facility Carried by Structure: SH-121 NBL Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft) Find on map >>
Structure Number: 2220003640106, Location: 0.2 MI NE OF SH-183 (Lat: 32.839675, Lng: -97.120233), Route carried "under" structure: State highway 121, Year Built: 1980, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 27,780 (year 2004), Truck Traffic: 4%, Features Intersected: SH-121, Facility Carried by Structure: MURPHY DRIVE Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 2.494, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 2220003640108, Location: 0.4 MI N OF BASS PRO RD (Lat: 32.961372, Lng: -97.039250), Route carried "under" structure: State highway 121, Year Built: 1992, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 10,000 (year 2004), Features Intersected: SH 121, Facility Carried by Structure: SH 26 CONN 'M' Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 116.653, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: 22200036401114, Location: 0.7 MI NE OF SH-183 (Lat: 32.844733, Lng: -97.115706), Route carried "under" structure: State highway 121, Year Built: 1986, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 97,000 (year 2005), Truck Traffic: 4%, Features Intersected: SH-121, Facility Carried by Structure: BEDFORD ROAD Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 24.227, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft) Find on map >>
Structure Number: 22200036401115, Location: 1.3 MI NE OF SH 183 (Lat: 32.851917, Lng: -97.110600), Route carried "under" structure: City street B718, Year Built: 1986, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 22,350 (year 2004), Features Intersected: HARWOOD ROAD, Facility Carried by Structure: SH121 NBL Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 22200036401116, Location: 1.8 MI NE OF SH 183 (Lat: 32.859203, Lng: -97.105464), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 3,555 (year 2004), Features Intersected: CUMMINGS ROAD, Facility Carried by Structure: SH 121 NBL Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 4.814, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Discuss this city on our hugely popular Texas forum Back to: Anna, TX, Texas, All US cities.
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