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

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Structure Number: EPC0032-02.30AA,  Location: 0.5 MI W OF I-25 (Lat: 39.056722,  Lng: -104.862306),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 13.36m (43.83ft),  Average Daily Traffic: 4,184 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,481 (year 2041),  Design Load: HS 20,  Features Intersected: MONUMENT CREEK,  Facility Carried by Structure: BAPTIST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: EPC0032-03.18,  Location: 0.2 MI E OF I-25 (Lat: 39.056400,  Lng: -104.846503),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,866 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,404 (year 2041),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: BAPTIST ROAD
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 1.746,  Lanes on structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 33 degrees,  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: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: January 2022

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Structure Number: EPC0840-00.5,  Location: .1 MI W OF MITCHELL AVE (Lat: 39.073492,  Lng: -104.875000),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 742 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 972 (year 2041),  Features Intersected: MONUMENT CREEK,  Facility Carried by Structure: ARNOLD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.798,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 17.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H-17-BB,  Location: JUST SOUTH OF SH 105 (Lat: 39.089592,  Lng: -104.864297),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 2004,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 84,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 121,800 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DIRTY WOMAN CREEK R,  Facility Carried by Structure: I25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.557,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: H-17-BK,  Location: 9.0 MI N OF JCT SH 83 ML (Lat: 39.072011,  Lng: -104.857642),  Route carried "on" structure: Interstate 25A,  Year Built: 1926,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 84,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 121,800 (year 2040),  Features Intersected: TEACHOUT CREEK,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 256.232,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  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: 52.0m (170.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: H-17-CA,  Location: JUST SOUTH OF SH 105 (Lat: 39.089622,  Lng: -104.861808),  Route carried "on" structure: Interstate 25A,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 67,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,490 (year 2040),  Design Load: HL 93,  Features Intersected: UNNAMED DRAINAGE,  Facility Carried by Structure: I-25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 258.221,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Out-to-Out Width: 102.2m (335.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 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: Febuary 2021

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Structure Number: H-17-CZ,  Location: MONUMENT INTERCHANGE (Lat: 39.092517,  Lng: -104.862364),  Route carried "on" structure: State highway 105A,  Year Built: 2004,  Status: Open,  Structure Length: 5.75m (18.86ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,410 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 105 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.645,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.65m (21.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,856,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $2,784,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: H-17-DC,  Location: 7.9 MI N OF JCT SH 83 ML (Lat: 39.056528,  Lng: -104.851792),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 7.78m (25.52ft),  Average Daily Traffic: 17,699 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,186 (year 2041),  Design Load: HL 93,  Features Intersected: I 25 ML,  Facility Carried by Structure: BAPTIST RD-CR32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.095,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 37.3m (122.4ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.1 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: 42.1 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: H-17-U,  Location: .7 W OFI25/MONUMENT INTER (Lat: 39.097819,  Lng: -104.871372),  Route carried "on" structure: State highway 105A,  Year Built: 1927,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: H 15,  Features Intersected: CRYSTAL CREEK,  Facility Carried by Structure: SH 105 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.841,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: MONUMENT-LTHRCH,  Location: .7MI E of JACKSON CR PKWY (Lat: 39.069083,  Lng: -104.841389),  Route carried "on" structure: Interstate ,  Year Built: 2019,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 3,367 (year 2021),  Average Future Daily Traffic: 4,411 (year 2041),  Design Load: HL 93,  Features Intersected: LEATHER CHAPS DR,  Facility Carried by Structure: JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.823,  Lanes on structure: 3,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  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: 0.0m,  Right: 1.5m (4.9ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 62.2 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: 48.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: MONUMENT-MTHRM,  Location: W OF MITCHELL ROAD (Lat: 39.082583,  Lng: -104.876444),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 1,108 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,451 (year 2041),  Features Intersected: MONUMENT CREEK,  Facility Carried by Structure: MT HERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.101,  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: 2,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H-17-CZ,  Location: MONUMENT INTERCHANGE (Lat: 39.092517,  Lng: -104.862364),  Route carried "under" structure: Interstate 25A,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 59,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 105 ML
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 258.723,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: H-17-DC,  Location: 7.9 MI N OF JCT SH 83 ML (Lat: 39.056528,  Lng: -104.851792),  Route carried "under" structure: Interstate 25A,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2014),  Truck Traffic: 11%,  Features Intersected: I 25 ML,  Facility Carried by Structure: BAPTIST RD-CR32
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 1.096,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.7m (127.0ft)