Bridge Statistics for Macon, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 1727,  Location: S 16 T 57 N R 14 W (Lat: 39.751667,  Lng: -92.473333),  Route carried "on" structure: US 36,  Year Built: 1971,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 4,698 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,221 (year 2027),  Design Load: H 20,  Features Intersected: CST KENDALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.967,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>

Structure Number: 1728,  Location: S 16 T 57 N R 14 W (Lat: 39.751667,  Lng: -92.473333),  Route carried "on" structure: US 36,  Year Built: 1971,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 4,761 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,331 (year 2027),  Design Load: H 20,  Features Intersected: CST KENDALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.057,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 28.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 173,  Location: S 9 T 57 N R 14 W (Lat: 39.751667,  Lng: -92.466667),  Route carried "on" structure: US 63,  Year Built: 1971,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 11,402 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,953 (year 2028),  Design Load: HS 20,  Features Intersected: US 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.191,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Other Special Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 20453,  Location: S 21 T 57 N R 14 W (Lat: 39.736667,  Lng: -92.476667),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 288 (year 2026),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: WENTZ ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  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: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 20454,  Location: S 10 T 57 N R 14 W (Lat: 39.735000,  Lng: -92.473333),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 288 (year 2026),  Features Intersected: BNSF RR,  Facility Carried by Structure: ROLLINS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 20455,  Location: S 10 T 57 N R 14 W (Lat: 39.736667,  Lng: -92.471667),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Posted for load,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 288 (year 2026),  Design Load: HS 20,  Features Intersected: OAK ST, BNSF RR,  Facility Carried by Structure: RUBEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Railroad,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 3495,  Location: S 21 T 57 N R 14 W (Lat: 39.736667,  Lng: -92.465000),  Route carried "on" structure: US 63,  Year Built: 1985,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 14,150 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,762 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.235,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $424,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $637,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Internally Sealed

Find on map >>

Structure Number: 4743,  Location: S 17 T 57 N R 14 W (Lat: 39.746667,  Lng: -92.493333),  Route carried "on" structure: US 36,  Year Built: 1924,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,459 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,553 (year 2027),  Design Load: H 20,  Features Intersected: DUCK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.181,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 22.5 metric tons,  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: December 2006

Find on map >>

Structure Number: 1727,  Location: S 16 T 57 N R 14 W (Lat: 39.751667,  Lng: -92.473333),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 734 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST KENDALL RD,  Facility Carried by Structure: US 36 E
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.463,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>

Structure Number: 1728,  Location: S 16 T 57 N R 14 W (Lat: 39.751667,  Lng: -92.473333),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 734 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST KENDALL RD,  Facility Carried by Structure: US 36 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>

Structure Number: 173,  Location: S 9 T 57 N R 14 W (Lat: 39.751667,  Lng: -92.466667),  Route carried "under" structure: US 36,  Year Built: 1971,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 3,073 (year 2006),  Truck Traffic: 35%,  Features Intersected: US 36,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 10.048,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Find on map >>

Structure Number: 173,  Location: S 9 T 57 N R 14 W (Lat: 39.751667,  Lng: -92.466667),  Route carried "under" structure: US 36,  Year Built: 1971,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 4,698 (year 2006),  Truck Traffic: 20%,  Features Intersected: US 36,  Facility Carried by Structure: US 63 S
Minimum Vertical Clearance: 4.71m (15.45ft),  Kilometerpoint: 209.561,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

Find on map >>

Structure Number: 20455,  Location: S 10 T 57 N R 14 W (Lat: 39.736667,  Lng: -92.471667),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 5,500 (year 2006),  Features Intersected: OAK ST,  Facility Carried by Structure: RUBEY ST
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)