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Bridge Statistics for Gallup, New Mexico (NM) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Gallup, NM, New Mexico, New Mexico forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 71 Total length: 374 meters (1,227ft) Total costs: $13,669,000 Total average daily traffic: 687,565 Total average daily truck traffic: 177,965 National Bridge Inventory (NBI) Registered Bridges for Gallup
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 3079, Location: 0.15 MI W FORD DR/GALLUP (Lat: 35.530000, Lng: -108.726667), Route carried "on" structure: State highway 118, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10,793 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 14,068 (year 2027), Design Load: H 15, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.387, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 55.1 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $226,000 ( Estimate for 2008) Find on map >>
Structure Number: 308, Location: 0.05 MI E FORD DR/ GALLUP (Lat: 35.530000, Lng: -108.728333), Route carried "on" structure: State highway 118, Year Built: 1931, Year Reconstructed: 1977, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 23,784 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 31,001 (year 2027), Design Load: H 15, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.727, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 77.8 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,029,000 ( Estimate for 2008) Find on map >>
Structure Number: 3081, Location: .1 M W BOARDMAN RD/GALLUP (Lat: 35.530000, Lng: -108.711667), Route carried "on" structure: State highway 118, Year Built: 1931, Year Reconstructed: 1958, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 23,784 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 31,001 (year 2027), Design Load: HS 20, Features Intersected: CALTALPA CANYON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.055, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2005, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $44,000, Total Project Cost: $663,000 ( Estimate for 2008) Find on map >>
Structure Number: 4231, Location: 0.2 MI N OF NM-118/GALLUP (Lat: 35.520000, Lng: -108.776667), Route carried "on" structure: County highway 3103A, Year Built: 1940, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 3,083 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 4,175 (year 2027), Features Intersected: RIO PUERCO, Facility Carried by Structure: ALLISON RD/310003 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 37.3 metric tons, Inventory Rating: 27.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $720,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5385, Location: 13.15 MI E OF ARIZ LINE (Lat: 35.493333, Lng: -108.886667), Route carried "on" structure: State highway 118, Year Built: 1948, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,299 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 3,171 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.198, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft) 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2004 Find on map >>
Structure Number: 5386, Location: 1.2 MI W OF I-40 EXIT-16 (Lat: 35.503333, Lng: -108.850000), Route carried "on" structure: State highway 118, Year Built: 1948, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,299 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 3,113 (year 2027), Design Load: HS 20, Features Intersected: TWIN BUTTES WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.676, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: Satisfactory, Operating Rating: 84.2 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, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007 Find on map >>
Structure Number: 5387, Location: 1 MI. E. I-40 EXIT 16 (Lat: 35.506667, Lng: -108.828333), Route carried "on" structure: State highway 118, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10,793 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 14,068 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.003, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $30,000, Total Project Cost: $456,000 ( Estimate for 2008) Find on map >>
Structure Number: 5388, Location: 4 MI. E. OF I-40 EXIT 16 (Lat: 35.506667, Lng: -108.825000), Route carried "on" structure: State highway 118, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10,793 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 14,068 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.547, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 37.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2005 Find on map >>
Structure Number: 5389, Location: 1.4 MI E OF I-40/GALLUP (Lat: 35.510000, Lng: -108.808333), Route carried "on" structure: State highway 118, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,793 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 28,218 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.016, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 45.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2004, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $34,000, Total Project Cost: $522,000 ( Estimate for 2008) Find on map >>
Structure Number: 5391, Location: 3.3 MI E OF JCT US-491 (Lat: 35.530000, Lng: -108.696667), Route carried "on" structure: State highway 118, Year Built: 1951, Year Reconstructed: 1961, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 12,886 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 16,796 (year 2027), Design Load: HS 20, Features Intersected: PARRITTI WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.220, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.9 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2006, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $57,000, Total Project Cost: $858,000 ( Estimate for 2008) Find on map >>
Structure Number: 5393, Location: 6.3 MI E OF US-491 (Lat: 35.531667, Lng: -108.633333), Route carried "on" structure: State highway 118, Year Built: 1946, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10,152 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 13,233 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.464, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2005, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $14,000, Total Project Cost: $222,000 ( Estimate for 2008) Find on map >>
Structure Number: 6553, Location: 0.2 MI E OF JCT NM118/I40 (Lat: 35.508333, Lng: -108.830000), Route carried "on" structure: Interstate 40, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 9,887 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 16,656 (year 2027), Design Load: HS 20, Features Intersected: RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.825, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, 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: 6554, Location: 0.2 MI E OF JCT NM118/I40 (Lat: 35.510000, Lng: -108.830000), Route carried "on" structure: Interstate 40, Year Built: 1966, Year Reconstructed: 1993, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 9,203 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,503 (year 2027), Design Load: HS 20, Features Intersected: RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.808, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, 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: 6729, Location: 1.35 MI W OF US-491 (Lat: 35.518333, Lng: -108.781667), Route carried "on" structure: Interstate 40, Year Built: 1966, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 18,493 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 64,070 (year 2026), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.302, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 50.2 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2004, Bridge Improvement Cost: $892,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,339,000 ( Estimate for 2008) Find on map >>
Structure Number: 673, Location: 19.9 MI E OF ARIZ ST LINE (Lat: 35.521667, Lng: -108.761667), Route carried "on" structure: Interstate 40, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 18,493 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 31,153 (year 2027), Design Load: HS 20, Features Intersected: ALLISON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.591, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft) Condition: Culverts: Fair, Operating Rating: 66.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $466,000, Roadway Improvement Cost: $46,000, Total Project Cost: $699,000 ( Estimate for 2008) Find on map >>
Structure Number: 701, Location: 1.1 MI E OF I-40/EXIT-16 (Lat: 35.508333, Lng: -108.811667), Route carried "on" structure: State highway 118, Year Built: 1948, Year Reconstructed: 1969, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 10,793 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 14,068 (year 2027), Design Load: HS 20, Features Intersected: WEST YARD DRAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.484, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7092, Location: 0.1 MI W OF BOARDMAN DR (Lat: 35.526667, Lng: -108.708333), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,508 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 4,572 (year 2027), Design Load: HS 20, Features Intersected: CATALPA CANYON, Facility Carried by Structure: AZTEC AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.394, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007 Find on map >>
Structure Number: 7384, Location: JCT NM-602/NM-118/GALLUP (Lat: 35.355000, Lng: -108.757767), Route carried "on" structure: State highway 602, Year Built: 1974, Year Reconstructed: 2007, Status: Open, Structure Length: 29.11m (95.51ft), Average Daily Traffic: 12,957 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,142 (year 2027), Design Load: HS 20, Features Intersected: NM-118/SF RR/RIO PUERCO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.972, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 22.2m (72.8ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7385, Location: JCT I-40/US-491 / MUNOZ (Lat: 35.528333, Lng: -108.758333), Route carried "on" structure: US 491, Year Built: 1974, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 26,219 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 34,175 (year 2027), Design Load: HS 20, Features Intersected: I-40 EBL/WBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.079, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.35m (24.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,626,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,440,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7447, Location: 0.2 MI E OF JCT US-666 (Lat: 35.528333, Lng: -108.756667), Route carried "on" structure: Interstate 40, Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30,408 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 51,225 (year 2027), Design Load: HS 20, Features Intersected: GAMERCO WASH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.740, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2005, Bridge Improvement Cost: $1,252,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,879,000 ( Estimate for 2008) Find on map >>
Structure Number: 75, Location: 0.1 MI N OF NM-118/GALLUP (Lat: 35.510000, Lng: -108.813333), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 337 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 456 (year 2027), Design Load: HS 20, Features Intersected: AT & SF RAILROAD, Facility Carried by Structure: INDUST COMPLEX RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.006, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 64.8 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7542, Location: 0.1 MI N OF NM-118/GALLUP (Lat: 35.528333, Lng: -108.743333), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,531 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,073 (year 2027), Design Load: HS 20, Features Intersected: RIO PUERCO, Facility Carried by Structure: SECOND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.8 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7543, Location: 0.1 MI N OF NM-118/GALLUP (Lat: 35.528333, Lng: -108.745000), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 578 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 586 (year 2027), Design Load: HS 20, Features Intersected: RIO PUERCO, Facility Carried by Structure: THIRD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.8 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7611, Location: 0.5 MI E OF US-491/GALLUP (Lat: 35.530000, Lng: -108.750000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 11,608 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 19,554 (year 2027), Design Load: HS 20, Features Intersected: GAMERCO R/R SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: April 2007, 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: 7612, Location: 0.5 MI E OF US-491/GALLUP (Lat: 35.530000, Lng: -108.750000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 13,359 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 22,505 (year 2027), Design Load: HS 20, Features Intersected: GAMERCO R/R SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.244, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: April 2007, 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: 7613, Location: 0.8 MI E OF US-491/GALLUP (Lat: 35.531667, Lng: -108.745000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 13,359 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 22,505 (year 2027), Design Load: HS 20, Features Intersected: THIRD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.842, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, 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: 7614, Location: 0.8 MI E OF US-491/GALLUP (Lat: 35.531667, Lng: -108.745000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 11,608 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 19,554 (year 2027), Design Load: HS 20, Features Intersected: THIRD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.842, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, 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: 7615, Location: 0.9 MI E OF US-491/GALLUP (Lat: 35.531667, Lng: -108.743333), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 11,608 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 19,554 (year 2027), Design Load: HS 20, Features Intersected: SECOND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.987, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7616, Location: 0.9 MI E OF US-491/GALLUP (Lat: 35.531667, Lng: -108.743333), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 13,359 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 22,505 (year 2027), Design Load: HS 20, Features Intersected: SECOND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.987, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, 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: 7617, Location: 0.1 MI N OF NM118/GALLUP (Lat: 35.531667, Lng: -108.725000), Route carried "on" structure: State highway 609, Year Built: 1978, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 18,189 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 23,708 (year 2027), Design Load: HS 20, Features Intersected: BNSF R/R RIO PUERCO, Facility Carried by Structure: MIYAMURA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.563, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.3 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2006, Other Special Inspection Date: April 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7618, Location: 0.2 MI N OF NM-118/GALLUP (Lat: 35.536667, Lng: -108.725000), Route carried "on" structure: State highway 609, Year Built: 1978, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 12,148 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 15,834 (year 2027), Design Load: HS 20, Features Intersected: I-40 EBL/WBL, Facility Carried by Structure: MIYAMURA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.402, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, 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 Find on map >>
Structure Number: 7669, Location: 4.6 MI E OF JCT US-491 (Lat: 35.540000, Lng: -108.678333), Route carried "on" structure: Interstate 40, Year Built: 1978, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 8,736 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 14,717 (year 2027), Design Load: HS 20, Features Intersected: COUNTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.765, Lanes on structure: 2, Lanes under 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: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 767, Location: 4.6 MI E OF JCT US-491 (Lat: 35.536667, Lng: -108.678333), Route carried "on" structure: Interstate 40, Year Built: 1978, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 10,232 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 17,236 (year 2027), Design Load: HS 20, Features Intersected: COUNTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.773, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 787, Location: 5.0 MI E OF US-491/GALLUP (Lat: 35.540000, Lng: -108.675000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 25.21m (82.71ft), Average Daily Traffic: 8,736 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 14,717 (year 2027), Design Load: HS 20, Features Intersected: NM-118, R/R, RIO PUERCO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.455, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7871, Location: 5.0 MI E OF US-491 (Lat: 35.533333, Lng: -108.675000), Route carried "on" structure: Interstate 40, Year Built: 1980, Status: Open, Structure Length: 25.21m (82.71ft), Average Daily Traffic: 10,232 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 17,236 (year 2027), Design Load: HS 20, Features Intersected: NM-118,R/R,RIO PUERCO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.471, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7975, Location: 3.1 MI E OF US-491/GALLUP (Lat: 35.536667, Lng: -108.708333), Route carried "on" structure: Interstate 40, Year Built: 1978, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,968 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 31,953 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.373, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.3 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2006, Bridge Improvement Cost: $628,000, Roadway Improvement Cost: $62,000, Total Project Cost: $942,000 ( Estimate for 2008) Find on map >>
Structure Number: 8464, Location: 0.54 MI E OF BOARDMAN DR (Lat: 35.526667, Lng: -108.698333), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,357 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 4,375 (year 2027), Design Load: HS 20, Features Intersected: PARITTI WASH, Facility Carried by Structure: AZTEC AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2005 Find on map >>
Structure Number: 8575, Location: JCT BASILIO/CLAY ST,GALLP (Lat: 35.523333, Lng: -108.691667), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,312 (year 2007), Average Future Daily Traffic: 1,776 (year 2027), Features Intersected: PARITTI CANYON WASH, Facility Carried by Structure: CLAY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 11.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $20,000, Total Project Cost: $307,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8701, Location: 0.2 MI S JCT NM-118PATTON (Lat: 35.526667, Lng: -108.696667), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1986, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 4,879 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 4,948 (year 2027), Design Load: HS 20, Features Intersected: PARITTI CANYON WASH, Facility Carried by Structure: PATTON DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2005 Find on map >>
Structure Number: 8712, Location: 0.1 MILE NORTH OF I-40 (Lat: 35.523333, Lng: -108.780000), Route carried "on" structure: County highway 3103A, Year Built: 1966, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,083 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 4,175 (year 2027), Design Load: HS 20, Features Intersected: UNNAMED WATERWAY, Facility Carried by Structure: ALLISON RD/310003 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 16, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2007 Find on map >>
Structure Number: 8724, Location: 10TH & WILSON AVE/GALLUP (Lat: 35.523333, Lng: -108.753333), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,391 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,919 (year 2026), Design Load: HS 20, Features Intersected: GAMERCO WASH, Facility Carried by Structure: WILSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 37.3 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2004 Find on map >>
Structure Number: 8835, Location: WEST GALLUP INTERCHANGE (Lat: 35.505000, Lng: -108.830000), Route carried "on" structure: Interstate 40, Year Built: 1993, Year Reconstructed: 1995, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,203 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,503 (year 2027), Design Load: HS 20, Features Intersected: NM-118 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.466, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $638,000, Roadway Improvement Cost: $63,000, Total Project Cost: $957,000 ( Estimate for 2008), 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: 8836, Location: WEST GALLUP INTERCHANGE (Lat: 35.505000, Lng: -108.830000), Route carried "on" structure: Interstate 40, Year Built: 1993, Year Reconstructed: 1995, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 9,887 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 16,656 (year 2027), Design Load: HS 20, Features Intersected: NM-118 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, 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: 8845, Location: 1.3 MI E JCT I-40&NM118 (Lat: 35.513333, Lng: -108.808333), Route carried "on" structure: Interstate 40, Year Built: 1994, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 9,023 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,200 (year 2027), Design Load: HS 20, Features Intersected: RIO PUERCO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.584, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 82.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 8846, Location: 1.3 MI E OF JCTI-40&NM118 (Lat: 35.513333, Lng: -108.808333), Route carried "on" structure: Interstate 40, Year Built: 1993, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 9,470 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,953 (year 2027), Design Load: HS 20, Features Intersected: RIO PUERCO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.662, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 82.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 8852, Location: 1.1 MI E JCT I-40 & NM118 (Lat: 35.513333, Lng: -108.811667), Route carried "on" structure: Interstate 40, Year Built: 1994, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 9,023 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,200 (year 2027), Design Load: HS 20, Features Intersected: WEST YARD DRAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 8853, Location: 1.1 MI E OF JCTI-40&NM118 (Lat: 35.513333, Lng: -108.811667), Route carried "on" structure: Interstate 40, Year Built: 1993, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 9,470 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 15,953 (year 2027), Design Load: HS 20, Features Intersected: WEST YARD DRAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.276, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular New Mexico forum Back to: Gallup, NM, New Mexico, All US cities.
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