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


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 157ft / 47.6mTotal length
  • $1,826,000Total costs
  • 40,052Total average daily traffic
  • 1,915Total average daily truck traffic
  • 45,787Total future (year 2038) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Florence
  • No street view available for this location

New bridges in Florence, CO - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 31910-1919
  • 11920-1929
  • 21930-1939
  • 11940-1949
  • 11950-1959
  • 11960-1969
  • 11970-1979
  • 31990-1999
  • 32000-2009
  • 12010-2019
Average Bridge Daily Traffic in Florence, CO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 35.7%Good
  • 28.6%Satisfactory
  • 35.7%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Very good
  • 28.6%Good
  • 35.7%Satisfactory
  • 21.4%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 35.7%Good
  • 28.6%Satisfactory
  • 35.7%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.6%Very good
  • 38.9%Good
  • 50.0%Satisfactory
  • 5.6%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 25.0%Good
  • 50.0%Satisfactory
  • 25.0%Fair
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Structure Number: FLOR 001-W2NDST,  Location: JUST N OF N HOUSTON AV (Lat: 38.396189,  Lng: -105.130064),  Route carried "on" structure: City street ,  Year Built: 1908,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 170 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 243 (year 2038),  Features Intersected: OAK CREEK,  Facility Carried by Structure: W 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $407,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $610,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FLOR 002-3RD ST,  Location: Just E of N Petroleum Ave (Lat: 38.391619,  Lng: -105.115356),  Route carried "on" structure: City street ,  Year Built: 1916,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,149 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,642 (year 2038),  Features Intersected: COAL CREEK,  Facility Carried by Structure: E 3RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FLOR 003A-PETRO,  Location: JUST NORTH OF 3RD STREET (Lat: 38.392603,  Lng: -105.115297),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 411 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 587 (year 2038),  Design Load: HS 20,  Features Intersected: COAL CREEK,  Facility Carried by Structure: PETROLEUM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.453,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: FLOR 005-E2NDST,  Location: JUST E OF PETROLEUM AV (Lat: 38.390394,  Lng: -105.114472),  Route carried "on" structure: City street ,  Year Built: 1918,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,061 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,517 (year 2038),  Design Load: HS 20,  Features Intersected: COAL CREEK,  Facility Carried by Structure: E 2ND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.283,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 78.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum 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: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FLOR 006-RR ST.,  Location: IN FLORENCE (Lat: 38.387281,  Lng: -105.116253),  Route carried "on" structure: City street ,  Year Built: 1918,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 878 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,256 (year 2038),  Features Intersected: COAL CREEK,  Facility Carried by Structure: RAILROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FLOR004A-E5THST,  Location: JUST E OF SH 67/PIKES (Lat: 38.393869,  Lng: -105.115875),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 553 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 791 (year 2038),  Features Intersected: COAL CREEK,  Facility Carried by Structure: E 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.206,  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: 18.6m (61.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 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: Better than present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FRCO 19-209A,  Location: 5 MI SE OF SH 67 (Lat: 38.343131,  Lng: -105.068503),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 169 (year 2018),  Average Future Daily Traffic: 241 (year 2038),  Features Intersected: HARDSCRABBLE CREEK,  Facility Carried by Structure: CR19 / BEAR PAW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.486,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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 minimum criteria,  Length Of Structure Improvement: 0.77m (2.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $650,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $974,000 ( Estimate for 2015),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRCO 79-206A,  Location: 1.8 MI E OF ADAMS AVENUE (Lat: 38.395728,  Lng: -105.131764),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 57 (year 2018),  Average Future Daily Traffic: 82 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: OAK CREEK,  Facility Carried by Structure: COUNTY ROAD 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.889,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FRCO 95-205A,  Location: 1.5 MI W OF SH 67 (Lat: 38.363839,  Lng: -105.126911),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 304 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 434 (year 2038),  Features Intersected: SECOND ALKALI CREEK,  Facility Carried by Structure: COUNTY ROAD 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.777,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021
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Structure Number: K-16-B,  Location: 1.4 MI W OF JCT SH 67 (Lat: 38.442933,  Lng: -105.134972),  Route carried "on" structure: US 50A,  Year Built: 1949,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,420 (year 2040),  Design Load: H 20,  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: US 50 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.123,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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
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Structure Number: K-16-BZ,  Location: 0.8 MI S. OF FLORENCE (Lat: 38.374911,  Lng: -105.109753),  Route carried "on" structure: State highway 67A,  Year Built: 2000,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,040 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRAW,  Facility Carried by Structure: SH 67 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 16.184,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft),  Out-to-Out Width: 25.6m (84.0ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020
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Structure Number: K-16-CG,  Location: JUST N. OF FLORENCE (Lat: 38.398736,  Lng: -105.115089),  Route carried "on" structure: State highway 67B,  Year Built: 1978,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,310 (year 2040),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER,  Facility Carried by Structure: SH 67 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.003,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-16-CI,  Location: 1.5 MI E OF FLORENCE (Lat: 38.386111,  Lng: -105.071944),  Route carried "on" structure: State highway 120A,  Year Built: 2015,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 984 (year 2040),  Design Load: HL 93,  Features Intersected: DRAW, UP RR,  Facility Carried by Structure: SH 120 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.253,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.3 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: K-16-G,  Location: 0.6 Mi W OF FLORENCE (Lat: 38.402453,  Lng: -105.138675),  Route carried "on" structure: State highway 115A,  Year Built: 1967,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,667 (year 2040),  Design Load: HS 20,  Features Intersected: CHANDLER CREEK,  Facility Carried by Structure: SH 115 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.397,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $97,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-16-T,  Location: 0.1 MI E OF JCT SH 115 (Lat: 38.386194,  Lng: -105.073714),  Route carried "on" structure: State highway 120A,  Year Built: 1930,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 984 (year 2040),  Design Load: H 15,  Features Intersected: COCKELBURR CREEK,  Facility Carried by Structure: SH 120 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.2 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: 21.7 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: K-16-V,  Location: 0.4 MI N OF JCT SH 120 (Lat: 38.390003,  Lng: -105.069067),  Route carried "on" structure: State highway 115A,  Year Built: 1951,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,860 (year 2040),  Design Load: H 20,  Features Intersected: ARKANSAS RIVER,  Facility Carried by Structure: SH 115 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.263,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: K-16-X,  Location: IN FLORENCE (Lat: 38.389181,  Lng: -105.114047),  Route carried "on" structure: State highway 115A,  Year Built: 1921,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,062 (year 2040),  Design Load: H 15,  Features Intersected: COAL CREEK,  Facility Carried by Structure: SH 115 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.170,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Satisfactory,  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,  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: August 2020
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Structure Number: K-16-Y,  Location: W. EDGE OF FLORENCE (Lat: 38.396522,  Lng: -105.128372),  Route carried "on" structure: State highway 115A,  Year Built: 1936,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,667 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OAK CREEK,  Facility Carried by Structure: SH 115 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.522,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $96,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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