Bridge Statistics for Belen, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5985,  Location: 0.9 MI. N. OF NM309-BELEN (Lat: 34.675000,  Lng: -106.771667),  Route carried "on" structure: Interstate L0013,  Year Built: 1964,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 19,548 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,480 (year 2027),  Design Load: HS 20,  Features Intersected: AT&SF RAILROAD,  Facility Carried by Structure: LOOP-13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.779,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.6 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: Equal to 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7036,  Location: S BELEN INTR-CHANGE (Lat: 34.633333,  Lng: -106.780000),  Route carried "on" structure: Interstate L0013,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 2,403 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,132 (year 2027),  Design Load: HS 20,  Features Intersected: I-25 NBLS/SBLS,  Facility Carried by Structure: LOOP-13/BELEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.298,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7116,  Location: 0.4 MI E OF JCT NM-314 (Lat: 34.693333,  Lng: -106.761667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,604 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,172 (year 2027),  Features Intersected: IRRIGATION DITCH,  Facility Carried by Structure: COUNTY RD-269
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.7 metric tons,  Inventory Rating: 40.5 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7127,  Location: 1.9 MI E I-25 N BELEN INT (Lat: 34.530000,  Lng: -106.766667),  Route carried "on" structure: State highway 314,  Year Built: 1970,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,539 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,219 (year 2027),  Design Load: HS 20,  Features Intersected: LOOP 13/BELEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $486,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $729,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7129,  Location: 2.8 MI N OF S BELEN INTER (Lat: 34.670000,  Lng: -106.795000),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 6,081 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,153 (year 2027),  Design Load: HS 20,  Features Intersected: ARAGON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 310.716,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 713,  Location: 2.8 MI N OF S BELEN INTER (Lat: 34.670000,  Lng: -106.795000),  Route carried "on" structure: Interstate 25,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 6,117 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,208 (year 2027),  Design Load: HS 20,  Features Intersected: ARAGON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 310.716,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  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 desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7449,  Location: .3 MI E OF JCT I-25/BELEN (Lat: 34.706667,  Lng: -106.780000),  Route carried "on" structure: Interstate L0013,  Year Built: 1970,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,831 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,849 (year 2027),  Design Load: HS 20,  Features Intersected: BELEN HIGHLINE CANAL,  Facility Carried by Structure: LOOP-13/BELEN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.055,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2005,  Bridge Improvement Cost: $792,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,188,000 ( Estimate for 2008)

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Structure Number: 8683,  Location: 2.5 MI E OF MAIN ST/BELEN (Lat: 34.653333,  Lng: -106.738333),  Route carried "on" structure: State highway 309,  Year Built: 1987,  Status: Open,  Structure Length: 18.38m (60.30ft),  Average Daily Traffic: 19,130 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,332 (year 2027),  Design Load: HS 20,  Features Intersected: RIO GRANDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: Better than 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 892,  Location: 0.5 MI W OF 10TH ST/BELEN (Lat: 34.658333,  Lng: -106.788333),  Route carried "on" structure: City street 5224,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,088 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,827 (year 2027),  Design Load: HS 20,  Features Intersected: BELEN HIGHLINE CANAL,  Facility Carried by Structure: DELGADO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.6 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Bituminous

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Structure Number: 8963,  Location: 0.9 MI W OF MAIN ST/BELEN (Lat: 34.670000,  Lng: -106.788333),  Route carried "on" structure: City street 4228,  Year Built: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 977 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,323 (year 2027),  Features Intersected: BELEN HIGHLINE CANAL,  Facility Carried by Structure: ARAGON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9028,  Location: 0.62 MI W OF MAIN STREET (Lat: 34.650000,  Lng: -106.783333),  Route carried "on" structure: City street 4224,  Year Built: 1996,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,324 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,400 (year 2027),  Design Load: HS 20,  Features Intersected: BELEN HIGHLINE CANAL,  Facility Carried by Structure: CAMINO EL LLANO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  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: 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 2007

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Structure Number: 904,  Location: 0.5 MI E OF JCT LOOP-13 (Lat: 34.661333,  Lng: -106.767833),  Route carried "on" structure: State highway 309,  Year Built: 2004,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 19,953 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,238 (year 2027),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 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: 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7037,  Location: 1.6 MI N OF S BELEN INTER (Lat: 34.653333,  Lng: -106.795000),  Route carried "under" structure: City street 4224,  Year Built: 1970,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 5,324 (year 2007),  Features Intersected: I-25 NBL,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 7038,  Location: 1.6 MI N OF S BELEN INTER (Lat: 34.653333,  Lng: -106.795000),  Route carried "under" structure: City street 4224,  Year Built: 1970,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,987 (year 2007),  Features Intersected: I-25 SBL,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 7046,  Location: NORTH BELEN INTERCHANGE (Lat: 34.690000,  Lng: -106.788333),  Route carried "under" structure: Interstate L0013,  Year Built: 1970,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 7,163 (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: 1.038,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 7047,  Location: NORTH BELEN INTERCHANGE (Lat: 34.690000,  Lng: -106.788333),  Route carried "under" structure: Interstate L0013,  Year Built: 1970,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 7,163 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-25 SBL,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.396,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 7127,  Location: 1.9 MI E I-25 N BELEN INT (Lat: 34.530000,  Lng: -106.766667),  Route carried "under" structure: Interstate L0013,  Year Built: 1970,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,688 (year 2007),  Features Intersected: LOOP-13/BELEN,  Facility Carried by Structure: NM-314
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 7.564,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 7129,  Location: 2.8 MI N OF S BELEN INTER (Lat: 34.670000,  Lng: -106.795000),  Route carried "under" structure: City street 4228,  Year Built: 1970,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,607 (year 2007),  Truck Traffic: 13%,  Features Intersected: I-25 NBL,  Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.058,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 713,  Location: 2.8 MI N OF S BELEN INTER (Lat: 34.670000,  Lng: -106.795000),  Route carried "under" structure: City street 4228,  Year Built: 1970,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,607 (year 2007),  Truck Traffic: 13%,  Features Intersected: I-25 SBL,  Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.039,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)