Bridge Statistics for Tampa, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 187ft / 56.6mTotal length
- $1,020,000Total costs
- 3,421Total average daily traffic
- 183Total average daily truck traffic
- 3,912Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tampa
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 21920-1929
- 31930-1939
- 11950-1959
- 31960-1969
- 21970-1979
- 11980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 18.2%Good
- 18.2%Satisfactory
- 36.4%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 18.2%Very good
- 27.3%Good
- 27.3%Satisfactory
- 9.1%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 18.2%Very good
- 18.2%Good
- 18.2%Satisfactory
- 27.3%Fair
- 18.2%Poor
- Bridge Condition - Channel
- 16.7%Very good
- 27.8%Good
- 38.9%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 71.4%Good
- 28.6%Satisfactory
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Structure Number: 5006, Location: 0.5S 1.5E OF DUNDEE (Lat: 38.305306, Lng: -98.866528), Route carried "on" structure: County highway 38, Year Built: 1971, Status: Open, Structure Length: 24.11m (79.10ft), Average Daily Traffic: 735 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 880 (year 2041), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: SW 50 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5006, Location: 0.5S 1.5E OF DUNDEE (Lat: 38.305306, Lng: -98.866528), Route carried "on" structure: County highway 38, Year Built: 1971, Status: Open, Structure Length: 24.11m (79.10ft), Average Daily Traffic: 735 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 880 (year 2041), Design Load: HS 20, Features Intersected: ARKANSAS RIVER, Facility Carried by Structure: SW 50 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1808, Location: 3.0N 1.5W OF WINFIELD (Lat: 37.287833, Lng: -97.047131), Route carried "on" structure: County highway 1670, Year Built: 1964, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 385 (year 2042), Design Load: H 15, Features Intersected: TRIB. TO WALNUT RIVER, Facility Carried by Structure: 132nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1808, Location: 3.0N 1.5W OF WINFIELD (Lat: 37.287833, Lng: -97.047131), Route carried "on" structure: County highway 1670, Year Built: 1964, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 385 (year 2042), Design Load: H 15, Features Intersected: TRIB. TO WALNUT RIVER, Facility Carried by Structure: 132nd RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57009, Location: 1.4S OF TAMPA (Lat: 38.530722, Lng: -97.150931), Route carried "on" structure: County highway 194, Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 325 (year 2011), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO MUD CREEK, Facility Carried by Structure: LIMESTONE RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2020
Structure Number: 57009, Location: 1.4S OF TAMPA (Lat: 38.530722, Lng: -97.150931), Route carried "on" structure: County highway 194, Year Built: 1985, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 325 (year 2011), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: TRIB. TO MUD CREEK, Facility Carried by Structure: LIMESTONE RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2020
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Structure Number: 5701, Location: 0.2N OF TAMPA (Lat: 38.554306, Lng: -97.150847), Route carried "on" structure: County highway 194, Year Built: 1974, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 130 (year 2011), Average Future Daily Traffic: 156 (year 2039), Features Intersected: MUD CREEK, Facility Carried by Structure: LIMESTONE RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: November 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5701, Location: 0.2N OF TAMPA (Lat: 38.554306, Lng: -97.150847), Route carried "on" structure: County highway 194, Year Built: 1974, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 130 (year 2011), Average Future Daily Traffic: 156 (year 2039), Features Intersected: MUD CREEK, Facility Carried by Structure: LIMESTONE RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: November 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 57063, Location: 0.1E OF TAMPA (Lat: 38.551472, Lng: -97.148611), Route carried "on" structure: County highway 429, Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 285 (year 2011), Average Future Daily Traffic: 342 (year 2039), Features Intersected: MUD CREEK, Facility Carried by Structure: 330 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: September 2021
Structure Number: 57063, Location: 0.1E OF TAMPA (Lat: 38.551472, Lng: -97.148611), Route carried "on" structure: County highway 429, Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 285 (year 2011), Average Future Daily Traffic: 342 (year 2039), Features Intersected: MUD CREEK, Facility Carried by Structure: 330 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: September 2021
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Structure Number: 57075, Location: 3.1W OF RAMONA (Lat: 38.594917, Lng: -97.124944), Route carried "on" structure: County highway 1263, Year Built: 2012, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 39 (year 2011), Average Future Daily Traffic: 47 (year 2039), Features Intersected: EAST TURKEY CREEK, Facility Carried by Structure: 360 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Monolithic Concrete
Structure Number: 57075, Location: 3.1W OF RAMONA (Lat: 38.594917, Lng: -97.124944), Route carried "on" structure: County highway 1263, Year Built: 2012, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 39 (year 2011), Average Future Daily Traffic: 47 (year 2039), Features Intersected: EAST TURKEY CREEK, Facility Carried by Structure: 360 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Monolithic Concrete
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Structure Number: 85011, Location: 5.3S OF GYPSUM (Lat: 38.627011, Lng: -97.427531), Route carried "on" structure: County highway 304, Year Built: 2011, Status: Open, Structure Length: 6.93m (22.74ft), Average Daily Traffic: 184 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 224 (year 2043), Design Load: HS 20+Mod, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85011, Location: 5.3S OF GYPSUM (Lat: 38.627011, Lng: -97.427531), Route carried "on" structure: County highway 304, Year Built: 2011, Status: Open, Structure Length: 6.93m (22.74ft), Average Daily Traffic: 184 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 224 (year 2043), Design Load: HS 20+Mod, Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 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: 85013, Location: 3.5S OF GYPSUM (Lat: 38.652544, Lng: -97.427467), Route carried "on" structure: County highway 304, Year Built: 2001, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 342 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2043), Design Load: HS 20, Features Intersected: STAG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 85013, Location: 3.5S OF GYPSUM (Lat: 38.652544, Lng: -97.427467), Route carried "on" structure: County highway 304, Year Built: 2001, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 342 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2043), Design Load: HS 20, Features Intersected: STAG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.827, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 85015, Location: 2.6S OF GYPSUM (Lat: 38.666872, Lng: -97.427575), Route carried "on" structure: County highway 304, Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 290 (year 2043), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.275, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85015, Location: 2.6S OF GYPSUM (Lat: 38.666872, Lng: -97.427575), Route carried "on" structure: County highway 304, Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 322 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 290 (year 2043), Features Intersected: LOCAL DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.275, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85023, Location: 0.2S OF GLENDALE (Lat: 38.893489, Lng: -97.873003), Route carried "on" structure: County highway 447, Year Built: 2009, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 474 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 578 (year 2043), Design Load: HS 20, Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.065, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 85023, Location: 0.2S OF GLENDALE (Lat: 38.893489, Lng: -97.873003), Route carried "on" structure: County highway 447, Year Built: 2009, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 474 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 578 (year 2043), Design Load: HS 20, Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 33.065, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 93.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 57083390498, Location: 1.0N 2.8W OF TAMPA (Lat: 38.565889, Lng: -97.208361), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2038), Features Intersected: TRIB. MID. BR.TURKEY CK., Facility Carried by Structure: 340 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 57083390498, Location: 1.0N 2.8W OF TAMPA (Lat: 38.565889, Lng: -97.208361), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2038), Features Intersected: TRIB. MID. BR.TURKEY CK., Facility Carried by Structure: 340 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 57083760494, Location: 3.0N 1.1W OF TAMPA (Lat: 38.595167, Lng: -97.176500), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2038), Features Intersected: TRIB. TO E. TURKEY CREEK, Facility Carried by Structure: 360 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $100,000, Total Project Cost: $280,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57083760494, Location: 3.0N 1.1W OF TAMPA (Lat: 38.595167, Lng: -97.176500), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2038), Features Intersected: TRIB. TO E. TURKEY CREEK, Facility Carried by Structure: 360 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $100,000, Total Project Cost: $280,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57083960496, Location: 2.0N 0.1W OF TAMPA (Lat: 38.580528, Lng: -97.158972), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2038), Features Intersected: TRIB. TO EAST TURKEY CK., Facility Carried by Structure: 350 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 57083960496, Location: 2.0N 0.1W OF TAMPA (Lat: 38.580528, Lng: -97.158972), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2038), Features Intersected: TRIB. TO EAST TURKEY CK., Facility Carried by Structure: 350 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 57084150502, Location: 0.6S 0.5E OF TAMPA (Lat: 38.536806, Lng: -97.140361), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2039), Features Intersected: MUD CREEK, Facility Carried by Structure: 320 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $100,000, Total Project Cost: $240,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 57084150502, Location: 0.6S 0.5E OF TAMPA (Lat: 38.536806, Lng: -97.140361), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2039), Features Intersected: MUD CREEK, Facility Carried by Structure: 320 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum 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: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $100,000, Total Project Cost: $240,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 57084190504, Location: 1.6S 0.9E OF TAMPA (Lat: 38.522278, Lng: -97.133556), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2041), Features Intersected: MUD CREEK, Facility Carried by Structure: 310 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 57084190504, Location: 1.6S 0.9E OF TAMPA (Lat: 38.522278, Lng: -97.133556), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2041), Features Intersected: MUD CREEK, Facility Carried by Structure: 310 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 570843105044, Location: 2.1S 1.1E OF TAMPA (Lat: 38.515667, Lng: -97.131194), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2038), Features Intersected: MUD CREEK, Facility Carried by Structure: MUSTANG RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $100,000, Total Project Cost: $270,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 570843105044, Location: 2.1S 1.1E OF TAMPA (Lat: 38.515667, Lng: -97.131194), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2038), Features Intersected: MUD CREEK, Facility Carried by Structure: MUSTANG RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $100,000, Total Project Cost: $270,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 57084370496, Location: 2.0N 1.7W OF TAMPA (Lat: 38.580333, Lng: -97.119056), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2038), Features Intersected: EAST TURKEY CREEK, Facility Carried by Structure: 350 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57084370496, Location: 2.0N 1.7W OF TAMPA (Lat: 38.580333, Lng: -97.119056), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2038), Features Intersected: EAST TURKEY CREEK, Facility Carried by Structure: 350 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57084510502, Location: 0.6S 2.1E OF TAMPA (Lat: 38.536694, Lng: -97.112778), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO MUD CREEK, Facility Carried by Structure: 320 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57084510502, Location: 0.6S 2.1E OF TAMPA (Lat: 38.536694, Lng: -97.112778), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO MUD CREEK, Facility Carried by Structure: 320 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020