Bridge Statistics for Norton Shores, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 61161072000B011,  Location: 1.0 MI N OF I-96 (Lat: 43.187839,  Lng: -86.204922),  Route carried "on" structure: US 31,  Year Built: 1959,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 26,862 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,129 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.884,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 61161072000B012,  Location: 1.0 MI N OF I-96 (Lat: 43.187825,  Lng: -86.205194),  Route carried "on" structure: US 31,  Year Built: 1949,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 26,862 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,129 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.894,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 61161072000S01,  Location: 0.7 MI N OF I-96 (Lat: 43.179711,  Lng: -86.204961),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 4,800 (year 1988),  Average Future Daily Traffic: 4,340 ,  Design Load: H 15,  Features Intersected: US-31,  Facility Carried by Structure: SHETTLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.980,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 61161072000S02,  Location: 2.0 MI N OF I-96 (Lat: 43.200956,  Lng: -86.204908),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 3,900 (year 1988),  Average Future Daily Traffic: 3,520 ,  Design Load: H 20,  Features Intersected: US-31,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.971,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 61161074000S01,  Location: 1.0 MI N OF OTTAWA CO LIN (Lat: 43.132347,  Lng: -86.210411),  Route carried "on" structure: City street 2007,  Year Built: 1958,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 4,300 (year 1988),  Average Future Daily Traffic: 3,890 ,  Design Load: H 15,  Features Intersected: US-31,  Facility Carried by Structure: PONTALUNA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.448,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 61161074000S02,  Location: 2.5 MI N OF OTTAWA CO LIN (Lat: 43.154236,  Lng: -86.211358),  Route carried "on" structure: City street 2007,  Year Built: 1993,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 2,520 (year 1988),  Average Future Daily Traffic: 29,400 (year 2010),  Design Load: HS 25,  Features Intersected: US-31,  Facility Carried by Structure: STERNBERG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.778,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 61161074000S03,  Location: 0.3 MI S OF I-96 (Lat: 43.168825,  Lng: -86.208644),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 2,300 (year 1988),  Average Future Daily Traffic: 2,050 ,  Design Load: H 15,  Features Intersected: US-31,  Facility Carried by Structure: HILE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.458,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 61161151000B023,  Location: 1.3 MI NW OF US-31 (Lat: 43.183814,  Lng: -86.223678),  Route carried "on" structure: Business Interstate 96,  Year Built: 1957,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 9,583 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,452 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 61161151000S01,  Location: 3.9 MI NW OF US-31 (Lat: 43.201169,  Lng: -86.259886),  Route carried "on" structure: City street 2007,  Year Built: 1955,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 2,750 (year 1988),  Average Future Daily Traffic: 2,500 ,  Design Load: HS 20,  Features Intersected: I-96 BS,  Facility Carried by Structure: BROADWAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.492,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 61161151000S02,  Location: 0.4 MI NW OF US-31 (Lat: 43.176233,  Lng: -86.213889),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 3,800 (year 1988),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,380 ,  Design Load: H 15,  Features Intersected: I-96 BS,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.693,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.09m (29.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 61161152000S01,  Location: @ US-31 &I-96 INTERSECT. (Lat: 43.173106,  Lng: -86.205842),  Route carried "on" structure: City street 2007,  Year Built: 1961,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 5,000 (year 1977),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 ,  Design Load: HS 20+Mod,  Features Intersected: US-31,  Facility Carried by Structure: AIRLINE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.399,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 615487100357B01,  Location: 0.5 MI S OF PONTALUNA RD (Lat: 43.127536,  Lng: -86.235719),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 400 (year 1999),  Average Future Daily Traffic: 670 (year 2015),  Design Load: HS 20,  Features Intersected: YONKERS DRAIN,  Facility Carried by Structure: WOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 61161072000S01,  Location: 0.7 MI N OF I-96 (Lat: 43.179711,  Lng: -86.204961),  Route carried "under" structure: US 31,  Year Built: 1959,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 53,724 (year 2003),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: SHETTLER RD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 6.981,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>

Structure Number: 61161072000S02,  Location: 2.0 MI N OF I-96 (Lat: 43.200956,  Lng: -86.204908),  Route carried "under" structure: US 31,  Year Built: 1959,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 53,724 (year 2003),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 9.342,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>

Structure Number: 61161074000S01,  Location: 1.0 MI N OF OTTAWA CO LIN (Lat: 43.132347,  Lng: -86.210411),  Route carried "under" structure: US 31,  Year Built: 1958,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 37,090 (year 2003),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: PONTALUNA
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 1.617,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.4m (53.8ft)

Find on map >>

Structure Number: 61161074000S02,  Location: 2.5 MI N OF OTTAWA CO LIN (Lat: 43.154236,  Lng: -86.211358),  Route carried "under" structure: US 31,  Year Built: 1993,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 45,402 (year 2003),  Truck Traffic: 4%,  Features Intersected: US-31,  Facility Carried by Structure: STERNBERG RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 4.049,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>

Structure Number: 61161074000S03,  Location: 0.3 MI S OF I-96 (Lat: 43.168825,  Lng: -86.208644),  Route carried "under" structure: US 31,  Year Built: 1959,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 45,402 (year 2003),  Truck Traffic: 4%,  Features Intersected: US-31,  Facility Carried by Structure: HILE RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.571,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.6m (57.7ft)

Find on map >>

Structure Number: 61161151000S01,  Location: 3.9 MI NW OF US-31 (Lat: 43.201169,  Lng: -86.259886),  Route carried "under" structure: Business Interstate 96,  Year Built: 1955,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 20,552 (year 2003),  Truck Traffic: 6%,  Features Intersected: I-96 BS,  Facility Carried by Structure: BROADWAY AVE
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 6.244,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>

Structure Number: 61161151000S02,  Location: 0.4 MI NW OF US-31 (Lat: 43.176233,  Lng: -86.213889),  Route carried "under" structure: Business Interstate 96,  Year Built: 1959,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 19,166 (year 2003),  Truck Traffic: 6%,  Features Intersected: I-96 BS,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

Find on map >>

Structure Number: 61161152000S01,  Location: @ US-31 &I-96 INTERSECT. (Lat: 43.173106,  Lng: -86.205842),  Route carried "under" structure: US 31,  Year Built: 1961,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 53,724 (year 2003),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: AIRLINE HWY
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 6.238,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)