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Bridge Statistics for Grand Junction, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 82Number of bridges
  • 510m1,673ftTotal length
  • $2,332,000Total costs
  • 829,224Total average daily traffic
  • 63,934Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Grand Junction
  • No street view available for this location

New bridges - Historical Statistics

  • 11940-1949
  • 81950-1959
  • 241960-1969
  • 61970-1979
  • 171980-1989
  • 81990-1999
  • 82000-2009
  • 102010-2015

Reconstructed bridges - Historical Statistics

  • 11960-1969
  • 21970-1979
  • 01980-1989
  • 21990-1999
  • 32000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: GRJ-22-G.6A,  Location: .1 MI N OF HWY 6 (Lat: 39.115778,  Lng: -108.645278),  Route carried "on" structure: City street 22,  Year Built: 1984,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 2,621 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,958 (year 2030),  Features Intersected: PERSIGO WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-22.22-D.73,  Location: 0.5 MI S OF HWY 340 (Lat: 39.073556,  Lng: -108.640664),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,391 (year 2012),  Average Future Daily Traffic: 9,650 (year 2032),  Features Intersected: REDLANDS 2ND LIFT CANAL,  Facility Carried by Structure: REDLANDS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14
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Structure Number: GRJ-23.08-E.76,  Location: REDLANDS PKWY OVER COLO R (Lat: 39.087722,  Lng: -108.625861),  Route carried "on" structure: City street REDLN,  Year Built: 1982,  Status: Open,  Structure Length: 21.41m (70.24ft),  Average Daily Traffic: 16,700 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,216 (year 2034),  Design Load: HS 20,  Features Intersected: COLORADO RIVER,  Facility Carried by Structure: REDLANDS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 14,  Underwater Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-23.95-E.96,  Location: JNCT I-70B & 24 RD (Lat: 39.090861,  Lng: -108.609692),  Route carried "on" structure: City street REDLN,  Year Built: 1984,  Status: Open,  Structure Length: 14.57m (47.80ft),  Average Daily Traffic: 17,309 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,137 (year 2030),  Design Load: HS 20,  Features Intersected: I-70B & UPPR RR,  Facility Carried by Structure: REDLANDS PKY/24 RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 27.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-24.07-E.85,  Location: NE OF REDLANDS PKWY INTR (Lat: 39.092611,  Lng: -108.607917),  Route carried "on" structure: Ramp City street 24,  Year Built: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,165 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,779 (year 2034),  Features Intersected: LEACH CREEK,  Facility Carried by Structure: RAMP TO WB I-70B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: GRJ-24.07-E.9,  Location: NE OF REDLANDS PKWY INTR (Lat: 39.093028,  Lng: -108.607917),  Route carried "on" structure: Ramp City street 24,  Year Built: 1983,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 176 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 265 (year 2034),  Features Intersected: LEACH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: GRJ-24.9-C.7A,  Location: .7 MI N OF COUNTY ROAD C (Lat: 39.059056,  Lng: -108.590194),  Route carried "on" structure: City street 25,  Year Built: 1996,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,382 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,107 (year 2034),  Design Load: HS 20,  Features Intersected: NO THOROUGHFARE CANYON,  Facility Carried by Structure: MONUMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: GRJ-25-E.2,  Location: .1 MILES S OF I-70B IN GJ (Lat: 39.080389,  Lng: -108.589056),  Route carried "on" structure: City street 25RD,  Year Built: 2009,  Status: Open,  Structure Length: 18.29m (60.01ft),  Average Daily Traffic: 13,413 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,253 (year 2034),  Design Load: HS 25,  Features Intersected: UNION PACIFIC RAILROAD,  Facility Carried by Structure: 25 Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.7m (133.5ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: GRJ-25.2-C.99A,  Location: JUST S OF BROADWAY (Lat: 39.062333,  Lng: -108.588056),  Route carried "on" structure: City street 25,  Year Built: 1994,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,498 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,791 (year 2034),  Design Load: HS 20,  Features Intersected: NO THROUGHFARE CANYON,  Facility Carried by Structure: MONUMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 12,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: GRJ-25.2-D.2A,  Location: MONUMENT ROAD AND D ROAD (Lat: 39.063694,  Lng: -108.586417),  Route carried "on" structure: City street 25,  Year Built: 2009,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 4,508 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,807 (year 2034),  Design Load: HS 25,  Features Intersected: REDLANDS POWER CANAL,  Facility Carried by Structure: MONUMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: GRJ-25.3-D.1A,  Location: JUST S OF MONUMENT ROAD (Lat: 39.063278,  Lng: -108.585861),  Route carried "on" structure: City street 25,  Year Built: 2010,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 1,906 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,878 (year 2034),  Design Load: HS 25,  Features Intersected: NO THOROUGHFARE CANYON,  Facility Carried by Structure: COUNTY ROAD D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-25.5-F.6A,  Location: .6 MI N OF PATTERSON ROAD (Lat: 39.100778,  Lng: -108.580222),  Route carried "on" structure: City street 26,  Year Built: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,976 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,494 (year 2034),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: 25.5 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-26-G.1,  Location: .1 MI N OF RD G (Lat: 39.108083,  Lng: -108.570917),  Route carried "on" structure: City street 26,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 4,059 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,129 (year 2034),  Features Intersected: GRAND VALLEY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-26.5-F.6A,  Location: JUST N OF RD F.50 (Lat: 39.098389,  Lng: -108.561611),  Route carried "on" structure: City street 27,  Year Built: 2010,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,417 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,669 (year 2034),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: ROAD 26.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: GRJ-26.5-H.4A,  Location: .4 MI N OF RD H (Lat: 39.125889,  Lng: -108.561636),  Route carried "on" structure: City street 27,  Year Built: 1988,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 1,546 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,334 (year 2034),  Design Load: HS 20,  Features Intersected: LEACH CREEK,  Facility Carried by Structure: COUNTY ROAD 26.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-27-E.8,  Location: 1 BLK N OF BOOKCLIFF AVE (Lat: 39.089139,  Lng: -108.552361),  Route carried "on" structure: City street 27,  Year Built: 1975,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 18,637 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,141 (year 2034),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: GRJ-27.3-C.7,  Location: INTERSECTION W WINTER (Lat: 39.058417,  Lng: -108.546556),  Route carried "on" structure: City street 27,  Year Built: 2010,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 8,833 (year 2014),  Average Future Daily Traffic: 13,337 (year 2034),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: RIVERSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: GRJ-27.3-E.7,  Location: .1 MI S OF WELLINGTON AVE (Lat: 39.088417,  Lng: -108.547747),  Route carried "on" structure: City street 27,  Year Built: 1984,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 4,280 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,462 (year 2034),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: 15TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-28.25-E.75,  Location: 0.25 MI N OF ORCHARD AVE (Lat: 39.087750,  Lng: -108.529056),  Route carried "on" structure: City street 28,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,302 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,535 (year 2034),  Features Intersected: GRAND VALLEY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: GRJ-29-D.65,  Location: OVER I-70 BUSINES LOOP (Lat: 39.072361,  Lng: -108.515222),  Route carried "on" structure: City street 29,  Year Built: 2010,  Status: Open,  Structure Length: 23.75m (77.92ft),  Average Daily Traffic: 19,908 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,061 (year 2034),  Design Load: HS 20,  Features Intersected: RR/I70B LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 46.7m (153.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: GRJ-29-E.6,  Location: .6 MI N OF US 6 (Lat: 39.086111,  Lng: -108.515194),  Route carried "on" structure: City street 29,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 11,679 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,635 (year 2034),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-29-F.9A,  Location: JUST N OF RD G (Lat: 39.104194,  Lng: -108.515222),  Route carried "on" structure: City street 29,  Year Built: 1989,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 312 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 471 (year 2034),  Design Load: HS 20,  Features Intersected: GOVT HIGHLINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-D-27.99A,  Location: JUST W OF RD 28 (Lat: 39.062972,  Lng: -108.533917),  Route carried "on" structure: City street D.00,  Year Built: 2008,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 12,094 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,261 (year 2034),  Design Load: HS 25,  Features Intersected: INDIAN WASH,  Facility Carried by Structure: Riverside Pkwy/CRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.046,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-D.5-27.99A,  Location: JUST W OF COUNTY ROAD 28 (Lat: 39.070167,  Lng: -108.533889),  Route carried "on" structure: City street GRAND,  Year Built: 1998,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 3,970 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,995 (year 2034),  Design Load: HS 25,  Features Intersected: INDIAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: GRJ-D.65-28.9,  Location: EB I70B Ramp TO 29 ROAD (Lat: 39.072472,  Lng: -108.516111),  Route carried "on" structure: Ramp City street D.65,  Year Built: 2010,  Status: Open,  Structure Length: 9.82m (32.22ft),  Average Daily Traffic: 3,236 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,887 (year 2034),  Design Load: HS 20,  Features Intersected: 29 ROAD,  Facility Carried by Structure: I-70B RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: GRJ-E.25-27.99,  Location: JUST W OF RD 28 (Lat: 39.080917,  Lng: -108.533750),  Route carried "on" structure: City street ELMAV,  Year Built: 1957,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 2,094 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,162 (year 2034),  Design Load: H 20,  Features Intersected: INDIAN WASH,  Facility Carried by Structure: ELM AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: GRJ-E.5-28.6A,  Location: JUST E OF NORMANDY DR (Lat: 39.084833,  Lng: -108.522000),  Route carried "on" structure: City street ORCHR,  Year Built: 1986,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 7,365 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,121 (year 2034),  Design Load: HS 20,  Features Intersected: INDIAN WASH,  Facility Carried by Structure: ORCHARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: GRJ-E.70-24.01,  Location: Just E of Redlands Pkwy (Lat: 39.091528,  Lng: -108.607886),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,500 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,700 (year 2034),  Design Load: HS 20,  Features Intersected: LEACH CREEK,  Facility Carried by Structure: RIVERSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14
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Structure Number: GRJ-E.96-23.95,  Location: I-70B AND REDLANDS PKWY (Lat: 39.092278,  Lng: -108.610444),  Route carried "on" structure: Ramp City street ,  Year Built: 1983,  Status: Open,  Structure Length: 26.94m (88.39ft),  Average Daily Traffic: 912 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,377 (year 2034),  Design Load: HS 20,  Features Intersected: TERRAIN,  Facility Carried by Structure: REDLAND PKWY RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-F-26.6A,  Location: .7 MI E OF RD 26 (Lat: 39.091861,  Lng: -108.558858),  Route carried "on" structure: City street F.00,  Year Built: 1985,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 29,707 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 44,857 (year 2034),  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: PATTERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-F.2-24.01A,  Location: JUST E OF RD 24 (Lat: 39.094722,  Lng: -108.607917),  Route carried "on" structure: City street F.00,  Year Built: 1984,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 18,902 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,541 (year 2034),  Features Intersected: LEACH CREEK,  Facility Carried by Structure: PATTERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14
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Structure Number: GRJ-F.4-26.7,  Location: .3 MI E OF RD 26.50 (Lat: 39.098222,  Lng: -108.557222),  Route carried "on" structure: City street F.4,  Year Built: 1965,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 789 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,192 (year 2034),  Design Load: H 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: HORIZON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-F.5-24.01,  Location: EAST OF ROAD 24 (Lat: 39.098889,  Lng: -108.607500),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,839 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,776 (year 2034),  Features Intersected: LEACH CREEK,  Facility Carried by Structure: COUNTY ROAD F.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 6.9m (22.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14
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Structure Number: GRJ-F.5-30.8,  Location: .8 MI E OF RD 30 (Lat: 39.099028,  Lng: -108.481219),  Route carried "on" structure: City street F.50,  Year Built: 1949,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,859 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,807 (year 2034),  Features Intersected: LEWIS WASH,  Facility Carried by Structure: COUNTY ROAD F.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 32.7 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Bridge Improvement Cost: $593,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $653,000 ( Estimate for 2010)
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Structure Number: GRJ-G-26.1A,  Location: .1 MI E OF ROAD 26.00 (Lat: 39.106333,  Lng: -108.569861),  Route carried "on" structure: City street G.00,  Year Built: 1991,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 7,815 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,801 (year 2034),  Design Load: HS 20,  Features Intersected: GRAND VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $45,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: GRJ-G.6-27.9A,  Location: 1 BLK N OF HORIZON COURT (Lat: 39.115000,  Lng: -108.534250),  Route carried "on" structure: City street G.6,  Year Built: 1981,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 8,049 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,154 (year 2034),  Design Load: HS 20,  Features Intersected: GOVT. HIGHLINE CANAL,  Facility Carried by Structure: HORIZON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  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: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GRJ-H-27.01A,  Location: JUST E OF RD 27 (Lat: 39.120861,  Lng: -108.552000),  Route carried "on" structure: City street H.00,  Year Built: 1990,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 1,241 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,873 (year 2034),  Design Load: HS 20,  Features Intersected: GOVT HIGHLINE CANAL,  Facility Carried by Structure: COUNTY ROAD H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-02-B,  Location: GRAND JCT/REDLANDS PRKY (Lat: 39.091169,  Lng: -108.607828),  Route carried "on" structure: Business State highway 70B,  Year Built: 1968,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 27,000 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,070 (year 2031),  Design Load: HS 20,  Features Intersected: LEACH CREEK,  Facility Carried by Structure: I 70 BUSINESS RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.043,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14
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Structure Number: H-02-CA,  Location: SO. END OF GR JUNCT. (Lat: 39.054461,  Lng: -108.565775),  Route carried "on" structure: US 50A,  Year Built: 1965,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 21.46m (70.41ft),  Average Daily Traffic: 16,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: HS 20,  Features Intersected: COLORADO RIVER,  Facility Carried by Structure: US 50 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.181,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Underwater Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-02-D,  Location: 4.5 mi E of Fruita (Lat: 39.113150,  Lng: -108.649164),  Route carried "on" structure: US 6A,  Year Built: 1969,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 14,000 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,980 (year 2031),  Design Load: HS 20,  Features Intersected: PERSIGO WASH,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.476,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14
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Structure Number: H-02-DZ,  Location: GRAND JUNCTION MP 32.42 (Lat: 39.054422,  Lng: -108.565619),  Route carried "on" structure: US 50A,  Year Built: 1989,  Status: Open,  Structure Length: 21.49m (70.51ft),  Average Daily Traffic: 16,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,000 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: COLORADO RIVER,  Facility Carried by Structure: US 50 + SH 789 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.183,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Underwater Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: H-02-EA,  Location: 5.4 MI E OF JCT US 6 FRUI (Lat: 39.102942,  Lng: -108.694103),  Route carried "on" structure: State highway 340A,  Year Built: 1962,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,800 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,228 (year 2031),  Design Load: H 20,  Features Intersected: MONUMENT CANYON CREEK,  Facility Carried by Structure: SH 340 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.044,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: H-02-EG,  Location: 2.3 MI E OF JCT US 6 ML (Lat: 39.113975,  Lng: -108.608278),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 4,977 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,515 (year 2034),  Design Load: HS 25,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: H-02-EM,  Location: 1.27 MI W / HORIZON DRIVE (Lat: 39.115469,  Lng: -108.561567),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 3,010 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,545 (year 2034),  Design Load: H 20,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD 26.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.414,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 14,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $401,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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