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

Find on map >>   Show street view

Structure Number: PUEHAR-0.1-FRNT,  Location: IN PUEBLO (Lat: 38.305778,  Lng: -104.610533),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 1,306 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,841 (year 2038),  Design Load: HS 20,  Features Intersected: MALL DR, DRGWRR,  Facility Carried by Structure: MEL HARMON DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.355,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 22.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: PUEJKSN-0.0-ADM,  Location: CORNER OF JACKSON/ADAM (Lat: 38.255564,  Lng: -104.631350),  Route carried "on" structure: City street ,  Year Built: 1933,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,179 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,483 (year 2038),  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: JACKSON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  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: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: November 2020

Find on map >>   Show street view

Structure Number: PUELAK-0.0-ADM,  Location: CORNER OF LAKE/ADAMS (Lat: 38.250767,  Lng: -104.625114),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,454 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,100 (year 2038),  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: LAKE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.077,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: PUELAK-0.0-SMAL,  Location: INTERSECTION LAKE/ADAMS (Lat: 38.251014,  Lng: -104.625450),  Route carried "on" structure: City street ,  Year Built: 1933,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 414 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 584 (year 2038),  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: LAKE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 5.4m (17.7ft),  Right: 5.4m (17.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: PUEMAIN-.1-CORA,  Location: 0.1 MI S OF C STREET (Lat: 38.261083,  Lng: -104.615897),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 24.60m (80.71ft),  Average Daily Traffic: 7,598 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,713 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: DRGWRR,ATSFRW,ARKANSAS R,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 95.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: PUEMAIN-0.1-D,  Location: 0.1 MI NE D ST/River Walk (Lat: 38.264794,  Lng: -104.611256),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 7,114 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,030 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LAKE ELIZABETH,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.912,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: PUEMAL-0.1-MALL,  Location: IN PUEBLO (Lat: 38.306100,  Lng: -104.610372),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 282 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 398 (year 2038),  Features Intersected: UNNAMED DRAINAGE,  Facility Carried by Structure: PUEBLO MALL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.042,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Channel: Poor,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: PUEMLYN-0.0-ADM,  Location: CORNER OF MARILYN/ ADAMS (Lat: 38.260900,  Lng: -104.638247),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 737 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,040 (year 2038),  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: MARILYN PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: PUEMRPH-1.1-S47,  Location: 1.1 MI N OF SH 47 (Lat: 38.322778,  Lng: -104.601650),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 1,008 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,421 (year 2038),  Features Intersected: UNNAMED WASH,  Facility Carried by Structure: JERRY MURPHY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.863,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Out-to-Out Width: 28.5m (93.5ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: PUEMSA-0.0-STON,  Location: IN PUEBLO (Lat: 38.246019,  Lng: -104.623214),  Route carried "on" structure: City street ,  Year Built: 1903,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 2,265 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,193 (year 2038),  Design Load: HS 20,  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: MESA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.815,  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: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: PUENWMN-0.0-VAL,  Location: CORNER OF NEWMAN/VAIL (Lat: 38.261239,  Lng: -104.648856),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,153 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,626 (year 2038),  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: NEWMAN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.309,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: PUENWPT-0.1-22A,  Location: 0.2 MI S OF 24TH STREET (Lat: 38.288697,  Lng: -104.655869),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 451 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 637 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY TO DRY CREEK,  Facility Carried by Structure: NEWPORT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.324,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: PUEOAK-.2-TROY,  Location: At Chelton Lane (Lat: 38.285411,  Lng: -104.568611),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,116 (year 2018),  Average Future Daily Traffic: 5,804 (year 2038),  Features Intersected: Local Drainage,  Facility Carried by Structure: Oakshire Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Out-to-Out Width: 27.6m (90.6ft)

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: December 2020

Find on map >>   Show street view

Structure Number: PUEPAR-0.0-WILD,  Location: .5 MI N OF SPAULDING (Lat: 38.311228,  Lng: -104.655292),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 657 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 926 (year 2038),  Design Load: HS 20,  Features Intersected: WILLIAMS CREEK,  Facility Carried by Structure: PARKER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.880,  Lanes on structure: 3,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: December 2020

Find on map >>   Show street view

Structure Number: PUEPOLK-0.0-ADM,  Location: IN PUEBLO (Lat: 38.257489,  Lng: -104.633847),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,802 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,951 (year 2038),  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: POLK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: PUEPRAR-0.0-ADM,  Location: CORNER OF PRAIRIE/ADAM (Lat: 38.262372,  Lng: -104.643992),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 2,853 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,023 (year 2038),  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: PRAIRIE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.624,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: PUERTT-0.0-JNS,  Location: CORNER OF ROUTT (Lat: 38.237286,  Lng: -104.616056),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 952 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,342 (year 2038),  Design Load: HS 20,  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: ROUTT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.656,  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: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 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: November 2020

Find on map >>   Show street view

Structure Number: PUESPRC-0.0-JNS,  Location: CORNER OF CANAL/SPRUCE (Lat: 38.237269,  Lng: -104.617164),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 329 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 464 (year 2038),  Design Load: H 20,  Features Intersected: BESSEMER DITCH,  Facility Carried by Structure: SPRUCE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  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: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.5m (44.3ft)

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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: PUEUNIN-0.0-COR,  Location: IN CITY OF PUEBLO (Lat: 38.261708,  Lng: -104.616964),  Route carried "on" structure: City street ,  Year Built: 1925,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 8,215 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,583 (year 2038),  Design Load: H 15,  Features Intersected: UPRR, BNSF, AR,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.462,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 8,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.2 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 corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 18.26m (59.91ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $15,601,000,  Roadway Improvement Cost: $1,560,000,  Total Project Cost: $17,161,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: PUEUNIN-0.1-D,  Location: River Walk in Pueblo (Lat: 38.265461,  Lng: -104.612286),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 7,897 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,135 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LAKE ELIZABETH,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.051,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: K-18-AX,  Location: IN PUEBLO I25/Santa Fe (Lat: 38.255789,  Lng: -104.607031),  Route carried "under" structure: US 50C,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: US 50 BUS. RTE.,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.675,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: K-18-CR,  Location: IN PUEBLO (Lat: 38.270478,  Lng: -104.604964),  Route carried "under" structure: State highway 96A,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: SH 96 ML,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 90.408,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.6m (47.9ft)

Find on map >>   Show street view

Structure Number: K-18-DF,  Location: 0.25 MI N OF JCT SH 50 E (Lat: 38.260508,  Lng: -104.604897),  Route carried "under" structure: Other road ,  Year Built: 2019,  Structure Length: 0. m,  Features Intersected: UPRR,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

Find on map >>   Show street view

Structure Number: K-18-DG,  Location: 0.2 MI N OF JCT SH 50 E (Lat: 38.259203,  Lng: -104.604886),  Route carried "under" structure: City street ,  Year Built: 2019,  Structure Length: 0. m,  Features Intersected: D STREET,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.5m (93.5ft)

Find on map >>   Show street view

Structure Number: K-18-EL,  Location: 1.9 MI E OF I25 (Lat: 38.303597,  Lng: -104.581169),  Route carried "under" structure: State highway 47A,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2014),  Truck Traffic: 5%,  Features Intersected: SH 47 ML,  Facility Carried by Structure: BONFORTE BLVD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.561,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.0m (88.6ft)

Find on map >>   Show street view

Structure Number: K-18-EY,  Location: IN PUEBLO (Lat: 38.307347,  Lng: -104.598286),  Route carried "under" structure: State highway 47A,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,100 (year 2014),  Truck Traffic: 4%,  Features Intersected: SH 47 ML,  Facility Carried by Structure: JERRY MURPHY ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 2.072,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

Find on map >>   Show street view

Structure Number: K-18-FD,  Location: AT US 50 AND SH 47 (Lat: 38.274697,  Lng: -104.558414),  Route carried "under" structure: US 50B,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 7,600 (year 2011),  Truck Traffic: 9%,  Features Intersected: US 50 ML,  Facility Carried by Structure: SH 47 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 512.800,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: K-18-GG,  Location: IN PUEBLO (Lat: 38.307039,  Lng: -104.613453),  Route carried "under" structure: State highway 47A,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2008),  Truck Traffic: 3%,  Features Intersected: US 50 ML & SH 47 ML,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 60.0m (196.9ft)

Find on map >>   Show street view

Structure Number: K-18-GG,  Location: IN PUEBLO (Lat: 38.307039,  Lng: -104.613453),  Route carried "under" structure: US 50A,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 43,900 (year 2008),  Truck Traffic: 4%,  Features Intersected: US 50 ML & SH 47 ML,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 506.068,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 60.0m (196.9ft)

Find on map >>   Show street view

Structure Number: K-18-GS,  Location: 2.4 MI E OF JCT SH 45 (Lat: 38.268372,  Lng: -104.625058),  Route carried "under" structure: ,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: CITY ST, RR, ARK. RVR,  Facility Carried by Structure: SH 96 ML
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 115.5m (378.9ft)

Find on map >>   Show street view

Structure Number: K-18-GT,  Location: 4th St 2.4 MI E OF SH45 (Lat: 38.268472,  Lng: -104.625158),  Route carried "under" structure: ,  Year Built: 2011,  Structure Length: 0. m,  Features Intersected: RDWY, RR, ARKANSAS RVR,  Facility Carried by Structure: SH 96 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 114.6m (376.0ft)

Find on map >>   Show street view

Structure Number: K-18-GW,  Location: 2.1 mi N of SH 50 (Lat: 38.337319,  Lng: -104.619292),  Route carried "under" structure: Interstate 25A,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 68,000 (year 2015),  Truck Traffic: 7%,  Features Intersected: I25 ML,  Facility Carried by Structure: DILLON DRIVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.129,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.2m (92.5ft)

Find on map >>   Show street view

Structure Number: K-18-J,  Location: IN PUEBLO (Lat: 38.287814,  Lng: -104.606542),  Route carried "under" structure: Interstate 25A,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2011),  Truck Traffic: 6%,  Features Intersected: I 25 ML,  Facility Carried by Structure: US 50 ML
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 160.820,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

Find on map >>   Show street view

Structure Number: L-18-AQ,  Location: IN PUEBLO (Lat: 38.244061,  Lng: -104.612378),  Route carried "under" structure: Interstate 25A,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2014),  Truck Traffic: 6%,  Features Intersected: I 25 ML,  Facility Carried by Structure: NORTHERN AVE
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 4.687,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

Find on map >>   Show street view

Structure Number: L-18-AU,  Location: IN PUEBLO (Lat: 38.246022,  Lng: -104.612228),  Route carried "under" structure: Interstate 25A,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2014),  Truck Traffic: 6%,  Features Intersected: I 25 ML,  Facility Carried by Structure: MESA AVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.773,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

Find on map >>   Show street view

Structure Number: L-18-AV,  Location: IN PUEBLO (Lat: 38.253078,  Lng: -104.609756),  Route carried "under" structure: Interstate 25A,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 930 (year 2018),  Truck Traffic: 6%,  Features Intersected: I 25 ML,  Facility Carried by Structure: ELDORADO STREET
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.0m (55.8ft)

Find on map >>   Show street view

Structure Number: L-18-AZ,  Location: 16.2 MI NO OF JCT SH 165 (Lat: 38.161164,  Lng: -104.643822),  Route carried "under" structure: Interstate 25A,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 490 (year 2014),  Truck Traffic: 13%,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 30
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

Find on map >>   Show street view

Structure Number: L-18-BA,  Location: S. END OF PUEBLO (Lat: 38.216858,  Lng: -104.620686),  Route carried "under" structure: Interstate 25A,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 13%,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 45 ML, LAKE AVE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 152.483,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: L-18-CD,  Location: IN PUEBLO (Lat: 38.242222,  Lng: -104.612750),  Route carried "under" structure: Interstate 25A,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 7%,  Features Intersected: I 25 ML,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

Find on map >>   Show street view

Structure Number: PUE8TH-0.0-ALB,  Location: Over and E of I-25 (Lat: 38.274389,  Lng: -104.603167),  Route carried "under" structure: Interstate 25A,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 3,492 (year 2014),  Truck Traffic: 6%,  Features Intersected: I25,DRGWRR,FOUNTAIN CRK,  Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 159.336,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.8m (94.5ft)

Find on map >>   Show street view

Structure Number: PUEHAR-0.1-FRNT,  Location: IN PUEBLO (Lat: 38.305778,  Lng: -104.610533),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Truck Traffic: 2%,  Features Intersected: MALL DR, DRGWRR,  Facility Carried by Structure: MEL HARMON DR.
Minimum Vertical Clearance: 7.71m (25.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)