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

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Structure Number: CS152-0.4-S159,  Location: 0.4 MI E OF SAN LUIS (Lat: 37.195058,  Lng: -105.418131),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 1,429 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,101 (year 2038),  Design Load: HS 20,  Features Intersected: UNNAMED DRAINAGE,  Facility Carried by Structure: COUNTY ROAD P.6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CS152A-S0.1152A,  Location: .2 MI SE OF CR L.7 (Lat: 37.159897,  Lng: -105.381567),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 154 (year 2018),  Average Future Daily Traffic: 227 (year 2038),  Features Intersected: CULEBRA CREEK,  Facility Carried by Structure: COUNTY ROAD M.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  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: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CS242-S0.4-SMME,  Location: Just SE OF CR L.7 (Lat: 37.151569,  Lng: -105.398911),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 588 (year 2038),  Features Intersected: CULEBRA CREEK,  Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.372,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CS242D-0.1-152A,  Location: BETWEEN CR L.7 AND M.5 (Lat: 37.161133,  Lng: -105.374703),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 150 (year 2018),  Average Future Daily Traffic: 221 (year 2038),  Features Intersected: CULEBRA CREEK,  Facility Carried by Structure: COUNTY ROAD 22.3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.617,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CSJACQ-S08-142A,  Location: 1 MI S OF CR SH 142 (Lat: 37.205706,  Lng: -105.485244),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 16 (year 2018),  Average Future Daily Traffic: 24 (year 2038),  Features Intersected: EASTDALE CANAL,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.558,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: CSSMME-0.6-242A,  Location: 0.5 MI SW OF CR 21 (Lat: 37.148836,  Lng: -105.410958),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 73 (year 2018),  Average Future Daily Traffic: 107 (year 2038),  Features Intersected: CULEBRA CREEK,  Facility Carried by Structure: COUNTY ROAD 19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: P-15-C,  Location: S. EDGE OF SAN LUIS (Lat: 37.193667,  Lng: -105.431028),  Route carried "on" structure: State highway 159A,  Year Built: 1936,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 896 (year 2040),  Design Load: H 15,  Features Intersected: CULEBRA CREEK,  Facility Carried by Structure: SH 159 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.941,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 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,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: P-15-D,  Location: IN SAN LUIS (Lat: 37.200206,  Lng: -105.426631),  Route carried "on" structure: State highway 142A,  Year Built: 1936,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 440 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 506 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RITO SECO CREEK,  Facility Carried by Structure: SH 142 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.882,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Very good,  Culverts: Good,  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: March 2021

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Structure Number: SAN LUIS-1A,  Location: 50 FT E OF SH 159 (Lat: 37.201731,  Lng: -105.425428),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 377 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 554 (year 2038),  Design Load: HS 20,  Features Intersected: RITO SECO,  Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.005,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.6 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: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: SAN LUIS-2A,  Location: IN TOWN OF SAN LUIS (Lat: 37.199303,  Lng: -105.427739),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 318 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 467 (year 2038),  Design Load: HS 20,  Features Intersected: RITO SECO,  Facility Carried by Structure: ARCHIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.126,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing