 |
 |
Bridge Statistics for Coahoma, Texas (TX) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Coahoma, TX, Texas, Texas forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 617 meters (2,024ft) Total costs: $6,380,000 Total average daily traffic: 370,910 Total average daily truck traffic: 16,899 National Bridge Inventory (NBI) Registered Bridges for Coahoma
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 120850005108034, Location: 0.30 MI S OF IH 45 (Lat: 29.284450, Lng: -94.835889), Route carried "on" structure: Spur State highway 342, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,950 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 25,130 (year 2025), Design Load: HS 20, Features Intersected: OFFATTS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.090, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.0m (45.9ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12085000510805, Location: 0.30 MI S OF IH 45 (Lat: 29.284544, Lng: -94.835711), Route carried "on" structure: Spur State highway 342, Year Built: 1967, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 17,950 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 25,130 (year 2025), Design Load: HS 20, Features Intersected: OFFATTS BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.090, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.4m (44.0ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $2,000, Total Project Cost: $10,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 120850036706026, Location: 1.30 MI N OF SEAWALL BLVD (Lat: 29.327439, Lng: -94.772978), Route carried "on" structure: State highway 87, Year Built: 1980, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 2,950 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 4,130 (year 2025), Design Load: HS 20, Features Intersected: GALVESTON BAY Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $2,000, Total Project Cost: $9,000 ( Estimate for 2006), Deck Structure Type: Open Grating Find on map >>
Structure Number: 120850036706031, Location: 1.3 MI N OF SEAWALL BLVD (Lat: 29.326708, Lng: -94.773247), Route carried "on" structure: State highway 87, Year Built: 2006, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,950 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 4,130 (year 2025), Design Load: HS 25, Features Intersected: GALVESTON BAY Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2006, Underwater Inspection Date: September 2007, Deck Structure Type: Open Grating Find on map >>
Structure Number: 120850036706033, Location: 1.3 MI N OF SEAWALL BLVD (Lat: 29.327125, Lng: -94.773131), Route carried "on" structure: State highway 87, Year Built: 2006, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 2,950 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 4,130 (year 2025), Design Load: HS 25, Features Intersected: GALVESTON BAY Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.619, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2006, Underwater Inspection Date: September 2007, Deck Structure Type: Open Grating Find on map >>
Structure Number: 120850050001123, Location: 1.55 MI W OF SP 342 (Lat: 29.285431, Lng: -94.862892), Route carried "on" structure: Interstate 45, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 25,090 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 35,120 (year 2025), Design Load: H 20, Features Intersected: FM 188 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.975, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.13m (20.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850050001124, Location: 1.55 MI W OF SP 342 (Lat: 29.285250, Lng: -94.862886), Route carried "on" structure: Interstate 45, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 25,090 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 35,120 (year 2025), Design Load: H 20, Features Intersected: FM 188 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.975, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850050001194, Location: 1.50 MI E OF FM 188 (Lat: 29.288317, Lng: -94.837814), Route carried "on" structure: Interstate 45, Year Built: 1976, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 15,460 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 27,520 (year 2025), Design Load: HS 20, Features Intersected: SPUR 342 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.449, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.8m (58.4ft) 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850050001204, Location: 0.80 MI NE OF FM 188 (Lat: 29.288614, Lng: -94.850350), Route carried "on" structure: Interstate 45, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 25,090 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 35,120 (year 2025), Design Load: H 20, Features Intersected: 71ST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.683, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850050001205, Location: 0.80 MI NE OF FM 188 (Lat: 29.288442, Lng: -94.850319), Route carried "on" structure: Interstate 45, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 25,090 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 35,120 (year 2025), Design Load: H 20, Features Intersected: 71ST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.688, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850050001206, Location: 1.50 MI E OF FM 188 (Lat: 29.288489, Lng: -94.837900), Route carried "on" structure: Interstate 45, Year Built: 1976, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 15,460 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 27,520 (year 2025), Design Load: HS 20, Features Intersected: SPUR 342 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.449, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.1m (59.4ft) 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850050001373, Location: 3.70 MI SE OF SH6 (Lat: 29.291261, Lng: -94.876528), Route carried "on" structure: Interstate 45, Year Built: 2006, Status: Open, Structure Length: 261.88m (859.19ft), Average Daily Traffic: 68,710 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 96,190 (year 2025), Design Load: HS 25, Features Intersected: GALVESTON BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.552, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Navigation Control: Yes ( Vertical Clearance: 22.2m (72.8ft), Horizontal Clearance: 38.1m (125.0ft)), Number Of Spans In Main Unit: 3, Number Of Approach Spans: 59, Length of Maximum Span: 106.7m (350.1ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850359501001, Location: 2.50 MI E OF IH 45 (Lat: 29.297317, Lng: -94.826917), Route carried "on" structure: State highway 275, Year Built: 1985, Status: Open, Structure Length: 29.84m (97.90ft), Average Daily Traffic: 9,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 18,600 (year 2025), Design Load: HS 20, Features Intersected: UP RR AND CONN RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 4, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850359501002, Location: 2.60 MI E OF IH 45 (Lat: 29.298094, Lng: -94.826053), Route carried "on" structure: State highway 275, Year Built: 1985, Status: Open, Structure Length: 55.93m (183.50ft), Average Daily Traffic: 9,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 18,600 (year 2025), Design Load: HS 20, Features Intersected: UP AND BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.4m (70.2ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850B00270079, Location: 0.2 MI E OF SEAWALL BLVD (Lat: 29.334314, Lng: -94.749642), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 160 (year 2002), Average Future Daily Traffic: 200 (year 2025), Design Load: HS 20, Features Intersected: CLOUD BAYOU, Facility Carried by Structure: BODDEKER RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Very 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: 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850B00535001, Location: 1.00 MI W OF FM 342 (Lat: 29.269169, Lng: -94.846478), Route carried "on" structure: City street K325, Year Built: 1997, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,980 (year 2002), Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: LAKE MADELINE, Facility Carried by Structure: JONES DR EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 4.2m (13.8ft), Horizontal Clearance: 10.0m (32.8ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850B00535002, Location: 1.00 MI W OF FM 342 (Lat: 29.269097, Lng: -94.846419), Route carried "on" structure: City street K325, Year Built: 1970, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,980 (year 2002), Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: LAKE MADELINE, Facility Carried by Structure: JONES DR WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 4.2m (13.8ft), Horizontal Clearance: 10.0m (32.8ft)), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850B00720001, Location: AT PORT INDUSTRIAL BLVD (Lat: 29.295869, Lng: -94.825417), Route carried "on" structure: City street K326, Year Built: 1960, Status: Open, Structure Length: 46.39m (152.20ft), Average Daily Traffic: 16,620 (year 2002), Average Future Daily Traffic: 18,220 (year 2025), Design Load: HS 20, Features Intersected: SP & ATSF RR, Facility Carried by Structure: SEAWOLF PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 28, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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 corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.39m (152.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $20,000, Total Project Cost: $99,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 120850B00790001, Location: 1.20 MI N OF BROADWAY AVE (Lat: 29.306886, Lng: -94.825708), Route carried "on" structure: City street K326, Year Built: 1960, Status: Posted for load, Structure Length: 98.72m (323.88ft), Average Daily Traffic: 6,520 (year 2002), Average Future Daily Traffic: 10,000 (year 2025), Design Load: HS 20, Features Intersected: PELICAN ISLAND CHAN, Facility Carried by Structure: SEAWOLF PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Navigation Control: Yes ( Vertical Clearance: 5.4m (17.7ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 51, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 44.4 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 98.79m (324.11ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 23 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Critical Feature Inspection Date: Febuary 2008, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $4,992,000, Roadway Improvement Cost: $1,248,000, Total Project Cost: $6,240,000 ( Estimate for 2008), Deck Structure Type: Open Grating Find on map >>
Structure Number: 120850B00825001, Location: 0.30 MI E OF PABST RD (Lat: 29.224686, Lng: -94.914536), Route carried "on" structure: City street K327, Year Built: 1910, Year Reconstructed: 1940, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 300 (year 2002), Average Future Daily Traffic: 500 (year 2025), Features Intersected: MENBELL BYU, Facility Carried by Structure: STEWART RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 120850B00890073, Location: 99TH ST @ SYDNOR BAYOU (Lat: 29.266989, Lng: -94.873658), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 410 (year 2002), Average Future Daily Traffic: 500 (year 2025), Design Load: HS 20, Features Intersected: SYDNOR BAYOU, Facility Carried by Structure: TRAVEL AIR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 120850050001123, Location: 1.55 MI W OF SP 342 (Lat: 29.285431, Lng: -94.862892), Route carried "under" structure: State highway 188, Year Built: 1965, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,100 (year 2004), Truck Traffic: 11%, Features Intersected: FM 188, Facility Carried by Structure: IH 45 NB Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 0.185, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 120850050001124, Location: 1.55 MI W OF SP 342 (Lat: 29.285250, Lng: -94.862886), Route carried "under" structure: State highway 188, Year Built: 1965, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,100 (year 2004), Truck Traffic: 11%, Features Intersected: FM 188, Facility Carried by Structure: IH 45 SB Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.217, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 120850050001194, Location: 1.50 MI E OF FM 188 (Lat: 29.288317, Lng: -94.837814), Route carried "under" structure: Business State highway 342, Year Built: 1976, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 35,900 (year 2005), Truck Traffic: 3%, Features Intersected: SPUR 342, Facility Carried by Structure: IH 45 SB Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 1.633, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 120850050001204, Location: 0.80 MI NE OF FM 188 (Lat: 29.288614, Lng: -94.850350), Route carried "under" structure: City street 71, Year Built: 1965, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 12%, Features Intersected: 71ST ST, Facility Carried by Structure: IH 45 NB Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 17.683, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 120850050001205, Location: 0.80 MI NE OF FM 188 (Lat: 29.288442, Lng: -94.850319), Route carried "under" structure: City street 71, Year Built: 1965, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 12%, Features Intersected: 71ST ST, Facility Carried by Structure: IH 45 SB Minimum Vertical Clearance: 4.64m (15.22ft), Kilometerpoint: 17.688, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 120850050001206, Location: 1.50 MI E OF FM 188 (Lat: 29.288489, Lng: -94.837900), Route carried "under" structure: Business State highway 342, Year Built: 1976, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 35,900 (year 2005), Truck Traffic: 3%, Features Intersected: SPUR 342, Facility Carried by Structure: IH 45 NB Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 1.633, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Discuss this city on our hugely popular Texas forum Back to: Coahoma, TX, Texas, All US cities.
|
 |
