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

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Structure Number: CSG-I.17-15.26A,  Location: 0.2 MI. S. OF WOODMEN RD (Lat: 38.929483,  Lng: -104.793314),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 22,514 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,494 (year 2041),  Design Load: HL 93,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.477,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-I.40-12.3,  Location: AUSTIN BLUFFS PKWY/UNION (Lat: 38.888983,  Lng: -104.786397),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 18.14m (59.51ft),  Average Daily Traffic: 46,425 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,817 (year 2041),  Design Load: HS 20,  Features Intersected: UNION BLVD/TGAP BASIN,  Facility Carried by Structure: AUSTIN BLUFFS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.370,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 62.8m (206.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.14m (59.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-I.48-12.28,  Location: AUSTIN BLUFFS PKWY/UNION (Lat: 38.888792,  Lng: -104.784939),  Route carried "on" structure: Ramp City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 5,256 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,885 (year 2041),  Features Intersected: TEMPLETON GAP FLOODWAY,  Facility Carried by Structure: RAMP TO EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.253,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.5 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: 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,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-I.48-12.32,  Location: AUSTIN BLUFFS PKWY/UNION (Lat: 38.889328,  Lng: -104.784969),  Route carried "on" structure: Ramp City street ,  Year Built: 2009,  Status: Open,  Structure Length: 5.95m (19.52ft),  Average Daily Traffic: 6,359 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,331 (year 2041),  Features Intersected: TEMPLETON GAP FLOODWAY,  Facility Carried by Structure: RAMP TO UNION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.061,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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,  Length Of Structure Improvement: 5.95m (19.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: CSG-I.61-06.13E,  Location: 0.5 MI NE OF I-25 (Lat: 38.796925,  Lng: -104.786447),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 10.84m (35.56ft),  Average Daily Traffic: 16,339 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,404 (year 2041),  Design Load: HS 20,  Features Intersected: FOUNTAIN CREEK,  Facility Carried by Structure: CIRCLE DR EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.987,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: March 2022,  Bridge Improvement Cost: $6,512,000,  Roadway Improvement Cost: $1,628,000,  Total Project Cost: $8,140,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-I.61-06.13W,  Location: 0.5 MI E OF I-25 (Lat: 38.797058,  Lng: -104.786544),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 10.84m (35.56ft),  Average Daily Traffic: 16,248 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,285 (year 2041),  Design Load: HS 20,  Features Intersected: FOUNTAIN CREEK,  Facility Carried by Structure: CIRCLE DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.987,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $6,512,000,  Roadway Improvement Cost: $1,628,000,  Total Project Cost: $8,140,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-I.61-12.5,  Location: 150 FT N OF AUSTIN BLUFFS (Lat: 38.889703,  Lng: -104.782142),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Closed,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 560 (year 2021),  Average Future Daily Traffic: 733 (year 2041),  Features Intersected: TEMPLETON GAP FLOODWAY,  Facility Carried by Structure: EMERGENCY ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-I.71-06.10E,  Location: 0.7 MI NE OF JCT I-25 (Lat: 38.797592,  Lng: -104.784967),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 16,339 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,404 (year 2041),  Design Load: H 20,  Features Intersected: RDWY,UP RR,BNSF RR,DITC,  Facility Carried by Structure: CIRCLE DRIVE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.135,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.70m (51.51ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $9,888,000,  Roadway Improvement Cost: $2,472,000,  Total Project Cost: $12,360,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-I.71-06.10W,  Location: 0.7 MI NE OF JCT I25 (Lat: 38.797694,  Lng: -104.785108),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 16,248 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,285 (year 2041),  Design Load: H 20,  Features Intersected: RDWY,UP RR,BNSF RR,DITC,  Facility Carried by Structure: CIRCLE DR WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.130,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.78m (48.49ft),  Designated Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,268,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $2,495,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-I.90-07.48,  Location: 300 FT S OF FOUNTAIN (Lat: 38.816656,  Lng: -104.780950),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 25,763 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,750 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: CIRCLE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.423,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.2m (23.6ft),  Out-to-Out Width: 71.3m (233.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: May 2020

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Structure Number: CSG-I.92-07.56,  Location: JUST E OF CIRCLE DRIVE (Lat: 38.817394,  Lng: -104.779367),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 5,887 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,712 (year 2041),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: FOUNTAIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.916,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-I.98-15.26,  Location: JUST S OF WOODLAND HILLS (Lat: 38.929722,  Lng: -104.775006),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 33,218 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,516 (year 2041),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: UNION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.381,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020

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Structure Number: CSG-J.00-12.48,  Location: 0.8 MI W OF ACADEMY BLVD (Lat: 38.889150,  Lng: -104.773558),  Route carried "on" structure: City street ,  Year Built: 1976,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 46,425 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,817 (year 2041),  Features Intersected: TEMPLETON GAP BASIN,  Facility Carried by Structure: AUSTIN BLUFFS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.492,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.0m (6.6ft),  Out-to-Out Width: 65.7m (215.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-J.35-12.9,  Location: 0.3 MI N OF AUSTIN BLUFFS (Lat: 38.895656,  Lng: -104.765694),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,581 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,382 (year 2041),  Features Intersected: TEMPLETON GAP BASIN,  Facility Carried by Structure: WESTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.466,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: April 2020

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Structure Number: CSG-J.41-07.78,  Location: 0.3 MI N OF FOUNTAIN BLVD (Lat: 38.819506,  Lng: -104.767817),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 4,421 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,791 (year 2041),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: CHELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.232,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-J.57-05.81,  Location: 0.4 MI W OF ACADEMY BLVD. (Lat: 38.792625,  Lng: -104.765869),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 24,253 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,771 (year 2041),  Features Intersected: E. FORK SAND CREEK,  Facility Carried by Structure: HANCOCK EXPWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.783,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 36.3 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: Somewhat better than minimum adequacy,  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: April 2020

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Structure Number: CSG-J.73-05.23,  Location: 0.3 MI N OF DRENNAN ROAD (Lat: 38.783972,  Lng: -104.765889),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 3,631 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,757 (year 2041),  Design Load: HS 20,  Features Intersected: MAIN STREAM,  Facility Carried by Structure: ASTROZON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSG-J.75-13.04,  Location: 0.6 MI N. OF AUSTIN BLUFF (Lat: 38.897900,  Lng: -104.762425),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 41,888 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 54,873 (year 2041),  Design Load: HS 20,  Features Intersected: TEMPLETON GAP BASIN,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.549,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.6m (8.5ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-J.80-08.83,  Location: 0.4 MI W OF ACADEMY BLVD. (Lat: 38.835750,  Lng: -104.763600),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,271 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,905 (year 2041),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: BIJOU STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.526,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-J.92-12.46A,  Location: 0.2 MI S OF AUSTIN BLUFFS (Lat: 38.888711,  Lng: -104.760897),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,392 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,994 (year 2041),  Design Load: HS 20,  Features Intersected: TEMPLETON GAP,  Facility Carried by Structure: VAN TEYLINGEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.022,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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: April 2020

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Structure Number: CSG-J.97-05.15,  Location: 0.15 MI N OF DRENNAN ROAD (Lat: 38.783300,  Lng: -104.762175),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 82 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 107 (year 2041),  Features Intersected: MAIN STREAM,  Facility Carried by Structure: PRIVATE DRIVE
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.5m (21.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: CSG-K.00-05.39,  Location: 0.1 MI NORTH OF HANCOCK (Lat: 38.788269,  Lng: -104.738836),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,369 (year 2021),  Average Future Daily Traffic: 4,414 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: CHELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.223,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 44.0m (144.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: May 2020

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Structure Number: CSG-K.01-08.11,  Location: 0.15 MI W OF ACADEMY BLVD (Lat: 38.825267,  Lng: -104.760408),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.48m (4.86ft),  Average Daily Traffic: 10,017 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,122 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.948,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $357,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $392,000 ( Estimate for 2014)

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Structure Number: CSG-K.01-08.58,  Location: 0.4 MI W OF ACADEMY BLVD. (Lat: 38.831942,  Lng: -104.761850),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 13,157 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,235 (year 2041),  Features Intersected: SPRING CREEK,  Facility Carried by Structure: PIKES PEAK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 100.6m (330.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Inspection Date: May 2020

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Structure Number: CSG-K.08-05.16,  Location: 0.1 MI N OF DRENNAN RD (Lat: 38.783072,  Lng: -104.757278),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 34,614 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,344 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MAIN STREAM,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.406,  Lanes on structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 42.4m (139.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.8m (9.2ft),  Out-to-Out Width: 64.7m (212.3ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2020

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Structure Number: CSG-K.08-06.33,  Location: 0.2 MI N OF ASTROZON (Lat: 38.799472,  Lng: -104.757400),  Route carried "on" structure: City street ,  Year Built: 1977,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 41,812 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 54,774 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SAND CREEK,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.578,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: CSG-K.08-08.5,  Location: 0.3 MI N OF AIRPORT RD (Lat: 38.830689,  Lng: -104.757278),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 44,187 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 57,885 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING RUN CREEK,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.117,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.08-09.13,  Location: ACADEMY OVER PLATTE AVE (Lat: 38.839392,  Lng: -104.757228),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 45,596 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 59,731 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PLATTE AVE,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.153,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,536,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $1,690,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: CSG-K.08-12.22,  Location: 0.4 MI S OF AUSTIN BLUFFS (Lat: 38.884800,  Lng: -104.756742),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 55,556 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,778 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.146,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: May 2020

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Structure Number: CSG-K.08-12.52,  Location: 300 FT S OF AUSTIN BLUFFS (Lat: 38.889822,  Lng: -104.757194),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 55,556 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,778 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TEMPLETON GAP BASIN,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.604,  Lanes on structure: 11,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.33m (4.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.10-04.86,  Location: 0.12 MI S. OF DRENNAN RD. (Lat: 38.779894,  Lng: -104.757233),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 18,567 (year 2021),  Average Future Daily Traffic: 24,323 (year 2041),  Design Load: HS 20,  Features Intersected: RAMP TO SB ACADEMY,  Facility Carried by Structure: ACADEMY BLVD
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 20.757,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: CSG-K.10-11.,  Location: 0.25 MI E OF ACADEMY BLVD (Lat: 38.867861,  Lng: -104.754369),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,222 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,150 (year 2041),  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: MAIZELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.962,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Inspection Date: April 2020

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Structure Number: CSG-K.13-05.48,  Location: JUST S OF HANCOCK EXPWY (Lat: 38.788561,  Lng: -104.736306),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 507 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 664 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: WINDHOVER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.463,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 90.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.15-04.96,  Location: OVER DRENNAN AND ACADEMY (Lat: 38.780833,  Lng: -104.757222),  Route carried "on" structure: Ramp City street ,  Year Built: 2012,  Status: Open,  Structure Length: 27.14m (89.04ft),  Average Daily Traffic: 3,899 (year 2021),  Average Future Daily Traffic: 5,107 (year 2041),  Design Load: HS 20,  Features Intersected: ACADEMY/DRENNAN,  Facility Carried by Structure: PROBY PKWY RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.409,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: CSG-K.16-10.53,  Location: 0.2 MI E OF ACADEMY BLVD. (Lat: 38.860817,  Lng: -104.753617),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 20,660 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,065 (year 2041),  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: CONSTITUTION AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.488,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $276,000 ( Estimate for 2014)

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Structure Number: CSG-K.21-04.92,  Location: COLORADO SPRINGS (Lat: 38.781089,  Lng: -104.755294),  Route carried "on" structure: Ramp City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 866 (year 2021),  Average Future Daily Traffic: 1,134 (year 2041),  Design Load: HS 20,  Features Intersected: RAMP TO SB ACADEMY,  Facility Carried by Structure: RAMP EB PROBY PKWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: CSG-K.23-15.31,  Location: 0.4 MI S OF WOODMEN RD (Lat: 38.930261,  Lng: -104.753242),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 8,083 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,589 (year 2041),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: RANGEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Out-to-Out Width: 40.1m (131.6ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.26-05.53,  Location: AT INT OF SILVER HAWK AVE (Lat: 38.789014,  Lng: -104.732611),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 7,259 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,509 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: HANCOCK EXPWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.538,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 149.5m (490.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: CSG-K.26-10.08A,  Location: 0.25 MI E OF ACADEMY BLVD (Lat: 38.854258,  Lng: -104.751817),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 9,784 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,818 (year 2041),  Design Load: HS 20,  Features Intersected: WEST FORK SAND CREEK,  Facility Carried by Structure: PALMER PARK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.836,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.3 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.91m (6.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: CSG-K.29-05.23,  Location: 0.25 MI N OF DRENNAN ROAD (Lat: 38.784008,  Lng: -104.755081),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 2,184 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,861 (year 2041),  Design Load: HS 20,  Features Intersected: MAIN STREAM,  Facility Carried by Structure: COLONY HILLS CIR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.468,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: May 2020