Bridge Statistics for Golden, Colorado (CO) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: E-16-BH,  Location: 1.6 MI E OF JCT SH 93 (Lat: 39.775000,  Lng: -105.197222),  Route carried "on" structure: State highway 58A,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 18,800 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ARAPAHOE DITCH,  Facility Carried by Structure: SH 58 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.926,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Inventory Rating: 89.8 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: January 2006

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Structure Number: E-16-FX,  Location: IN GOLDEN (Lat: 39.759167,  Lng: -105.225556),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 21,820 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,982 (year 2020),  Design Load: HS 20,  Features Intersected: SH 58 ML,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Serious,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,949,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $2,923,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-HA,  Location: IN GOLDEN (Lat: 39.760556,  Lng: -105.223333),  Route carried "on" structure: State highway 58A,  Year Built: 1967,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 18,800 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,200 (year 2025),  Design Load: HS 20,  Features Intersected: FORD STREET, WASH,  Facility Carried by Structure: SH 58 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.723,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.81m (25.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $3,163,000,  Roadway Improvement Cost: $316,000,  Total Project Cost: $4,744,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-HI,  Location: EAST OF GOLDEN (Lat: 39.768056,  Lng: -105.200833),  Route carried "on" structure: State highway 58A,  Year Built: 1971,  Status: Open,  Structure Length: 11.63m (38.16ft),  Average Daily Traffic: 18,800 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 28,200 (year 2025),  Design Load: HS 20,  Features Intersected: CO.RD,RR SPUR,  Facility Carried by Structure: SH 58 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.924,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Poor,  Superstructure: Critical,  Substructure: Satisfactory,  Operating Rating: 41.0 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: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.48m (40.94ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $4,564,000,  Roadway Improvement Cost: $456,000,  Total Project Cost: $6,846,000 ( Estimate for 2002),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-PY,  Location: IN GOLDEN (Lat: 39.752944,  Lng: -105.235861),  Route carried "on" structure: US 6G,  Year Built: 1999,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 27,200 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,080 (year 2025),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 437.148,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-G,  Location: IN GOLDEN (Lat: 39.734444,  Lng: -105.214444),  Route carried "on" structure: US 6G,  Year Built: 1951,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 39,200 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,920 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: DRAW,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 440.020,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008

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Structure Number: F-16-KW,  Location: JCT. I70 & 470 (Lat: 39.712778,  Lng: -105.194444),  Route carried "on" structure: State highway 470A,  Year Built: 1987,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 35,950 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 54,644 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I 70 ML,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-M,  Location: 3.2 MI E OF JCT SH 58 (Lat: 39.737556,  Lng: -104.985361),  Route carried "on" structure: US 6G,  Year Built: 1951,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 34,200 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,538 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: DRAW,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 442.301,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008

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Structure Number: F-16-TX,  Location: I 70 TO US 6 (Lat: 39.721389,  Lng: -105.199444),  Route carried "on" structure: State highway 470W,  Year Built: 1999,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 18,500 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 64,750 (year 2025),  Design Load: HS 20,  Features Intersected: US 40 ML & LENA GULCH
Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.0m (144.4ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Inventory Rating: 41.7 metric tons,  Structural Evaluation: Equal to present desirable 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-TY,  Location: NEAR GOLDEN (Lat: 39.725278,  Lng: -105.199722),  Route carried "on" structure: State highway 470A,  Year Built: 1999,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 71,900 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 109,288 (year 2025),  Design Load: HS 20,  Features Intersected: US 6 ML,  Facility Carried by Structure: SH 470 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.0m (180.4ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-TZ,  Location: RAMP TO SB470/6TH AVE EAS (Lat: 39.724167,  Lng: -105.199167),  Route carried "on" structure: State highway 470A,  Year Built: 1999,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 71,900 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 109,288 (year 2025),  Design Load: HS 20,  Features Intersected: RAMP & BIKE PATH R,  Facility Carried by Structure: SH 470 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.040,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 32.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: GLDN-01-0.60-1A,  Location: JUST S OF 10TH STREET (Lat: 39.756639,  Lng: -105.222556),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 11,708 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,733 (year 2025),  Design Load: HS 25,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: WASHINGTON AVENUE
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable 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: March 2007,  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: GLDN-02-0.58-1A,  Location: .58 MI NW OF 19TH STREET (Lat: 39.757528,  Lng: -105.220278),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 10,827 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,323 (year 2023),  Design Load: HS 25,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: FORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 22.6m (74.1ft)

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: 60.4 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: GLDN-03-0.04-01,  Location: JUST EAST OF FORD STREET (Lat: 39.759167,  Lng: -105.220611),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,973 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,957 (year 2023),  Design Load: HS 20,  Features Intersected: TUCKER GULCH,  Facility Carried by Structure: 10TH STREET
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: 9 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GLDN-04-0.01-01,  Location: JUST EAST OF FORD STREET (Lat: 39.761611,  Lng: -105.223694),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,653 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,245 (year 2023),  Features Intersected: TUCKER GULCH,  Facility Carried by Structure: 7TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GLDN-05-0.01-01,  Location: 1 BLK EAST OF FORD STREET (Lat: 39.766528,  Lng: -105.227000),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 399 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 639 (year 2023),  Features Intersected: TUCKER GULCH,  Facility Carried by Structure: 1ST STREET
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),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: GLDN-06-0.10-01,  Location: .1 MI EAST OF FORD STREET (Lat: 39.775028,  Lng: -105.230664),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 329 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 526 (year 2023),  Design Load: HS 20,  Features Intersected: CRESSMANS GULCH,  Facility Carried by Structure: WYOMING STREET
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: 1 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: 1.5m (4.9ft),  Right: 0.0m,  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2005

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Structure Number: GLDN-08-0.10-01,  Location: 0.4 MI S OF 24TH STREET (Lat: 39.737806,  Lng: -105.215028),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 74 (year 2005),  Average Future Daily Traffic: 119 (year 2025),  Design Load: HS 20,  Features Intersected: KINNEY RUN,  Facility Carried by Structure: ILLINOIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GLDN-09-0.01-01,  Location: 1.5 BLOCKS SE OF HWY 93 (Lat: 39.772333,  Lng: -105.234944),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 32 (year 2026),  Design Load: HS 20,  Features Intersected: TUCKER GULCH,  Facility Carried by Structure: JOSEPH CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: March 2007

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Structure Number: E-16-FX,  Location: IN GOLDEN (Lat: 39.759167,  Lng: -105.225556),  Route carried "under" structure: State highway 58A,  Year Built: 1966,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 13,500 (year 2005),  Truck Traffic: 14%,  Features Intersected: SH 58 ML,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.157,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: E-16-HD,  Location: 0.4 MI NO OF JCT SH 58 (Lat: 39.754444,  Lng: -105.233889),  Route carried "under" structure: State highway 58A,  Year Built: 1998,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 13,500 (year 2005),  Truck Traffic: 14%,  Features Intersected: SH 58 ML,  Facility Carried by Structure: PED OVERPASS
Minimum Vertical Clearance: 0.60m (1.97ft),  Kilometerpoint: 0.010,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 49.0m (160.8ft)

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Structure Number: F-16-KW,  Location: JCT. I70 & 470 (Lat: 39.712778,  Lng: -105.194444),  Route carried "under" structure: Interstate 70A,  Year Built: 1987,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 89,200 (year 2005),  Truck Traffic: 7%,  Features Intersected: I 70 ML,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 418.066,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)

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Structure Number: F-16-TX,  Location: I 70 TO US 6 (Lat: 39.721389,  Lng: -105.199444),  Route carried "under" structure: US 40C,  Year Built: 1999,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 14,900 (year 2005),  Truck Traffic: 4%,  Features Intersected: US 40 ML & LENA GULCH,  Facility Carried by Structure: JCT 470W
Minimum Vertical Clearance: 0.60m (1.97ft),  Kilometerpoint: 460.496,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: F-16-TY,  Location: NEAR GOLDEN (Lat: 39.725278,  Lng: -105.199722),  Route carried "under" structure: Ramp US 6G,  Year Built: 1999,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 39,100 (year 2005),  Truck Traffic: 3%,  Features Intersected: US 6 ML,  Facility Carried by Structure: SH 470 RAMP
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 442.475,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.0m (180.4ft)

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Structure Number: F-16-TZ,  Location: RAMP TO SB470/6TH AVE EAS (Lat: 39.724167,  Lng: -105.199167),  Route carried "under" structure: Ramp US 6G,  Year Built: 1999,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 39,100 (year 2005),  Truck Traffic: 3%,  Features Intersected: RAMP & BIKE PATH R,  Facility Carried by Structure: SH 470 ML
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 442.459,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: GLDN-07-0.20-01,  Location: NORTH OF WEST 4TH AVE (Lat: 39.722222,  Lng: -105.210139),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 1,800 (year 2003),  Truck Traffic: 2%,  Features Intersected: HERITAGE ROAD,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 31.8m (104.3ft)