 |
 |
Bridge Statistics for Socorro, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Socorro, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 129 meters (423ft) Total costs: $4,701,000 Total average daily traffic: 107,463 Total average daily truck traffic: 17,121 National Bridge Inventory (NBI) Registered Bridges for Socorro
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 401-S02, Location: Bosque Apache N.W.R. (Lat: 0.009367, Lng: -0.018586), Route carried "on" structure: Federal lands road , Year Built: 1995, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 20 (year 2006), Average Future Daily Traffic: 40 (year 2026), Design Load: H 20, Features Intersected: Canal, Facility Carried by Structure: Gravel Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 401-1283, Location: Soccoro (Lat: 0.009461, Lng: -0.018578), Route carried "on" structure: Federal lands road , Year Built: 1986, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 30 (year 2006), Design Load: HS 20, Features Intersected: Low Flow Cannal, Facility Carried by Structure: Gravel Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Bureau of Reclamation, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6079, Location: 0.4 MI NW US-60/SOCORRO (Lat: 34.063333, Lng: -106.896667), Route carried "on" structure: State highway , Year Built: 1958, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 796 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,078 (year 2027), Design Load: H 15, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: SCHOOL OF MINES RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $8,000, Total Project Cost: $126,000 ( Estimate for 2008) Find on map >>
Structure Number: 6319, Location: 10.2 MI N OF US-380 (Lat: 34.063333, Lng: -106.893333), Route carried "on" structure: State highway L0012, Year Built: 1939, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11,456 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 14,932 (year 2027), Design Load: H 15, Features Intersected: SOCORRO CANYON, Facility Carried by Structure: LOOP-12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $48,000, Total Project Cost: $729,000 ( Estimate for 2008) Find on map >>
Structure Number: 7022, Location: 8.0 MI N OF US-380 (Lat: 34.031667, Lng: -106.890000), Route carried "on" structure: Interstate 25, Year Built: 1971, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,639 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 6,983 (year 2027), Design Load: HS 20, Features Intersected: MATANZA ARROYO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 237.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7023, Location: 8.0 MI N OF US-380 (Lat: 34.031667, Lng: -106.890000), Route carried "on" structure: Interstate 25, Year Built: 1971, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,123 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 6,206 (year 2027), Design Load: HS 20, Features Intersected: MATANZA ARROYO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 237.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7024, Location: 8.6 MI N OF JCT US-380 (Lat: 34.041667, Lng: -106.890000), Route carried "on" structure: State highway L0012, Year Built: 1970, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 2,730 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 3,558 (year 2027), Design Load: HS 20, Features Intersected: I-25 NBL/SBL, Facility Carried by Structure: LOOP-12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7025, Location: 9.4 MI N OF JCT US-380 (Lat: 34.053333, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 3,291 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,544 (year 2027), Design Load: HS 20, Features Intersected: AT & SF RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.261, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7026, Location: 9.4 MI N OF JCT US-380 (Lat: 34.053333, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 3,533 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,951 (year 2027), Design Load: HS 20, Features Intersected: AT & SF RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.261, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7027, Location: 9.8 MI N OF JCT US-380 (Lat: 34.056667, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,291 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,544 (year 2027), Design Load: HS 20, Features Intersected: MANZANARES STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.905, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete Find on map >>
Structure Number: 7028, Location: 9.8 MI N OF JCT US-380 (Lat: 34.056667, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,533 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,951 (year 2027), Design Load: HS 20, Features Intersected: MANZANARES STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.905, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7029, Location: 10.0 MI N OF JCT US-380 (Lat: 34.061667, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,291 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,544 (year 2027), Design Load: HS 20, Features Intersected: OTERO AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.259, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 703, Location: 10.0 MI N OF JCT US-380 (Lat: 34.061667, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,533 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,951 (year 2027), Design Load: HS 20, Features Intersected: OTERO AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 240.259, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7032, Location: 11.2 MI N OF JCT US-380 (Lat: 34.076667, Lng: -106.893333), Route carried "on" structure: State highway L0012, Year Built: 1970, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 11,456 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 14,932 (year 2027), Design Load: HS 20, Features Intersected: I-25 NBL/SBL, Facility Carried by Structure: LOOP-12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,473,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,210,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7124, Location: 9.3 MI N OF JCT US-380 (Lat: 34.048333, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 3,291 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,544 (year 2027), Design Load: HS 20, Features Intersected: CUBA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.068, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: Monolithic Concrete Find on map >>
Structure Number: 7125, Location: 9.3 MI N OF JCT US-380 (Lat: 34.051667, Lng: -106.886667), Route carried "on" structure: Interstate 25, Year Built: 1970, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 3,533 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,951 (year 2027), Design Load: HS 20, Features Intersected: CUBA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.068, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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: Monolithic Concrete Find on map >>
Structure Number: 8645, Location: 0.5 MI W OF JCT US-60 (Lat: 34.105000, Lng: -106.946667), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 782 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 784 (year 2027), Design Load: HS 20, Features Intersected: FLOOD CONTROL DITCH, Facility Carried by Structure: EVERGREEN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 927, Location: .5 MI W OF I-25 EXIT 152 (Lat: 34.090000, Lng: -106.903333), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 3,917 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 5,304 (year 2027), Design Load: HS 20, Features Intersected: NOGAL CANYON, Facility Carried by Structure: EAST ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Satisfactory, Channel: Poor, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.24m (30.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,090,000, Roadway Improvement Cost: $109,000, Total Project Cost: $1,636,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7024, Location: 8.6 MI N OF JCT US-380 (Lat: 34.041667, Lng: -106.890000), Route carried "under" structure: Interstate 25, Year Built: 1970, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 7,533 (year 2007), Truck Traffic: 17%, Features Intersected: RAMP/S. SOCORRO INTRCHNG, Facility Carried by Structure: LOOP-12 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 238.006, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 7027, Location: 9.8 MI N OF JCT US-380 (Lat: 34.056667, Lng: -106.886667), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,150 (year 2007), Truck Traffic: 6%, Features Intersected: I-25 NBL, Facility Carried by Structure: I-25 NBL Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.488, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 7028, Location: 9.8 MI N OF JCT US-380 (Lat: 34.056667, Lng: -106.886667), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,150 (year 2007), Truck Traffic: 6%, Features Intersected: I-25 SBL, Facility Carried by Structure: I-25 SBL Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.488, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 7029, Location: 10.0 MI N OF JCT US-380 (Lat: 34.061667, Lng: -106.886667), Route carried "under" structure: City street 4866, Year Built: 1970, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 468 (year 2007), Truck Traffic: 7%, Features Intersected: I-25 NBL, Facility Carried by Structure: I-25 NBL Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 2.575, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 703, Location: 10.0 MI N OF JCT US-380 (Lat: 34.061667, Lng: -106.886667), Route carried "under" structure: City street 4866, Year Built: 1970, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 468 (year 2007), Truck Traffic: 7%, Features Intersected: I-25 SBL, Facility Carried by Structure: I-25 SBL Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 2.575, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 7031, Location: 6.0 MI S OF JCT NM-408 (Lat: 34.075000, Lng: -106.891667), Route carried "under" structure: Interstate 25, Year Built: 1970, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 11,522 (year 2007), Truck Traffic: 17%, Features Intersected: LOCAL SERVICE ROAD, Facility Carried by Structure: SERVICE ROAD Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 241.707, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 7032, Location: 11.2 MI N OF JCT US-380 (Lat: 34.076667, Lng: -106.893333), Route carried "under" structure: Interstate 25, Year Built: 1970, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 12,417 (year 2007), Truck Traffic: 17%, Features Intersected: RAMP/N. SOCORRO INTRCHNG, Facility Carried by Structure: LOOP-12 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 242.061, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 7124, Location: 9.3 MI N OF JCT US-380 (Lat: 34.048333, Lng: -106.886667), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 755 (year 2007), Features Intersected: I-25 NBL, Facility Carried by Structure: I-25 NBL Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.153, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 7125, Location: 9.3 MI N OF JCT US-380 (Lat: 34.051667, Lng: -106.886667), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 755 (year 2007), Features Intersected: I-25 SBL, Facility Carried by Structure: I-25 SBL Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.153, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Discuss this city on our hugely popular New Mexico forum Back to: Socorro, NM, New Mexico, All US cities.
|
 |
