Loading...
HomeMy WebLinkAboutMDOT_RPT_STR 3946 Willow Walkover over N MLK Jr 2017NBI INSPECTION 98QI Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/12/2017 GENERAL NOTES The walkover consists of one main truss span and five approach stair spans (two west and three east). 15'-5" underclearance posted on both north and south faces. DECK 10/13 10/15 10/17 1. Surface (SIA-58A) N N 6 Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair platform, pack rust between plank support tube and west beam. (10/17) Expanded steel deck planks. (10/15) Expanded steel deck planks. (10/13) 2. Expansion Joints N N N (10/17) (10/15) (10/13) 3. Other Joints N N N (10/17) (10/15) (10/13) 4. Railings 6 6 6 Pedestrian fencing each side with handrails. Newer fence and railing on E side of E stair. Top fence rail on W side of E stair newer and warped. At N side of E intermediate platform: top tube missing at fencing, some fencing loose at bottom. (10/17) Newer fence and railing on E side of E stair. Top fence rail on W side of E stair newer and warped. At N side of E intermediate platform: top tube missing at fencing, some fencing loose at bottom. (10/15) Newer fence and railing on east side of east stair. Top tube missing at fencing at north side of east intermediate platform. Some fencing is loose at the bottom. (10/13) 5. Sidewalks or Curbs N N N (10/17) (10/15) (10/13) 6. Deck Bottom Surface (SIA-58B) N N 6 Expanded steel deck planks. (10/17) (10/15) (10/13) 7. Deck (SIA-58) 6 6 6 Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair platform, pack rust between plank support tube and west beam. (10/17) Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair platform, pack rust between plank support tube and west beam. (10/15) Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair platform, pack rust between plank support tube and west beam. (10/13) 8. Drainage (10/17) (10/15) (10/13) SUPERSTRUCTURE 10/13 10/15 10/17 MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 1 of 11 9. Stringer (SIA-59) 5 5 5 Painted steel through truss. At main span, the 1st diagonal bottom brace from E rusted thru at NE end. 1st bottom diagonal brace from W rusted thru at SW end. 2nd top diagonal brace from W has rust hole at NW end. At E intermediate stair platform, W beam has rust holes in web, pack rust is bending web. (10/17) Painted steel truss. At main span, the 1st diagonal bottom brace from E rusted thru at NE end. 1st bottom diagonal brace from W rusted thru at SW end. 2nd top diagonal brace from W has rust hole at NW end. At E intermediate stair platform, W beam has rust holes in web, pack rust is bending web. At W main span supports, rust hole in bottom S side of SW column. SW and NW columns have previous welded repair plates. (10/15) Painted steel truss. At main span, the first diagonal bottom brace from E is rusted thru at NE end. First bottom diagonal brace from W is rusted through at SW end. Second top diagonal brace from W has rust hole at NW end. At east intermediate stair platform, W beam has rust holes in web, pack rust is bending web. At west main span supports, rust hole in bottom S side of SW column. SW and NW columns have previous welded repair plates. (10/13) 10. Paint (SIA-59A) 5 5 5 Scattered peeling paint throughout. Rust on stair treads and deck planks. (10/17) Scattered peeling paint throughout. Rust on stair treads and deck planks. (10/15) Peeling paint on east stairs. Rust on stair treads and deck planks. (10/13) 11. Section Loss N N N (10/17) (10/15) (10/13) 12. Bearings 5 5 5 Many of the column base plates are warped. Pack rust under NW & SW base plates at W support columns. No base plates or anchor bolts at bottom of W stair stringers, bottom fence posts appear cast into the concrete. (10/17) Many of the column base plates are warped. Pack rust under NW & SW base plates at W support columns. No base plates or anchor bolts at bottom of W stair stringers, bottom fence posts appear cast into the concrete. (10/15) Many of the column base plates are warped. Pack rust under under NW and SW base plates at west support columns. No base plates or anchor bolts at bottom of west stair stringers. (10/13) SUBSTRUCTURE 10/13 10/15 10/17 13. Abutments (SIA-60) 7 7 6 Stair stringers on concrete foundations. Small spalls under both stringers at west stair. (10/17) At E main span supports: chips off of the corners of the concrete pedestals. (10/15) At east main span supports, there are chips off of the corners of the concrete pedestal. (10/13) 14. Piers (SIA-60) N N N Steel tube columns on concrete foundation pedestals. At W main span supports, rust hole in bottom S side of SW column. SW and NW columns have previous welded repair plates. At E main span supports: chips off of the corners of the concrete pedestals. (10/17) (10/15) (10/13) 15. Slope Protection N N N (10/17) (10/15) (10/13) 16. Channel (SIA-61) N N N (10/17) (10/15) (10/13) 17. Scour Inspection N N (10/17) (10/15) (10/13) APPROACH 10/13 10/15 10/17 MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 2 of 11 18. Approach Pavement N N 6 Concrete sidewalk at west stair. Asphalt paving at east stair with some cracking and weeds. (10/17) (10/15) (10/13) 19. Approach Shoulders Sidewalks 6 6 N (10/17) Asphalt paving at east stair with some cracking and weeds. (10/15) Asphalt paving at east stair with some cracking and weeds. (10/13) 20. Approach Slopes Guardrail in front on east main span foundation pedestals only. (10/17) (10/15) (10/13) 21. Utilities (10/17) (10/15) (10/13) 22. Drainage Culverts (10/17) (10/15) (10/13) MISCELLANEOUS Guard Rail Other Items Item Rating Item Rating 36A. Bridge Railings N 71. Water Adequacy N 36B. Transitions N 72. Approach Alignment N 36C. Approach Guardrail N Temporary Support 0 No Temporary Supports 36D. Approach Guardrail Ends N High Load Hit (M)No Special Insp. Equipment Underwater Insp. Method 0 False Decking (Timber) Removed to Complete Inspection N/A - No False Decking Critical Feature Inspections (SIA-92) Freq Date 92A. Fracture Critical 92B. Underwater 92C. Other Special 92D. Fatigue Sensitive MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 3 of 11 SUPPORTING IMAGES 98QI 10/12/2017 Document Name: IMG_1789.JPG Document Name: IMG_1852.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: South elevation.Comments: North elevation. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 4 of 11 Document Name: PA120248.JPG Document Name: IMG_1810.JPG Category: Approach Category: Superstructure Span Number:Span Number: Comments: Bottom of east stairs.Comments: Main truss span, looking east. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 5 of 11 Document Name: IMG_1826.JPG Document Name: IMG_1829.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: Main truss span, looking west.Comments: East stair bottom run, looking north. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 6 of 11 Document Name: PA120231.JPG Document Name: PA120242.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: West stairs looking east.Comments: Underside of main truss span looking east. Document Name: PA120243.JPG Document Name: PA120244.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: Main truss span, rust hole at 2nd top diagonal from west. Comments: East intermediate stair landing. Loose fencing on north side. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 7 of 11 Document Name: PA120245.JPG Document Name: PA120255.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: East intermediate stair landing looking southeast.Comments: East intermediate stair landing. Rust holes on west beam. Document Name: PA120258.JPG Document Name: PA120260.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: East intermediate stair landing. Rust holes on inside of west beam. Comments: Main truss span. First bottom diagonal brace from west rusted through at southwest end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 8 of 11 Document Name: PA120261.JPG Document Name: PA120262.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: Main truss span. First diagonal bottom brace from west, rusted through at northeast end. Comments: Main truss span. First diagonal bottom brace from east with rust hole in middle. Document Name: PA120263.JPG Document Name: IMG_1797.JPG Category: Superstructure Category: Bearings Span Number:Span Number: Comments: First diagonal bottom brace from east, rusted through at northeast end. Comments: Main truss span west support. North diagonal at south side. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 9 of 11 Document Name: PA120233.JPG Document Name: PA120236.JPG Category: Bearings Category: Bearings Span Number:Span Number: Comments: Main truss span west support. South diagonal at south side. Comments: Main truss span west support. North diagonal at north side. Document Name: PA120230.JPG Document Name: PA120232.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: Foundation pad at west stairs.Comments: West foundation pedestals, looking northeast. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 10 of 11 Document Name: PA120241.JPG Document Name: PA120250.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: West foundation pedestals, looking south.Comments: East stair foundation pedestals, looking north. Document Name: PA120257.JPG Category: Substructure Span Number: Comments: East main truss span foundation pedestals, looking west. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 11 of 11 Bridge History, Type, Materials 27 - Year Built 1966 106 - Year Reconstructed 202 - Year Painted 203 - Year Overlay 43 - Main Span Bridge Type 3 10 44 - Appr Span Bridge Type _ 77 - Steel Type 0 78 - Paint Type 0 79 - Rail Type _ 80 - Post Type _ 107 - Deck Type 3 108A - Wearing Surface 9 108B - Membrane 0 108C - Deck Protection 0 Structure Dimensions 34 - Skew 0 35 - Struct Flared 0 45 - Num Main Spans 1 46 - Num Apprs Spans 0 48 - Max Span Length 71.9 49 - Structure Length 71.9 50A - Width Left Curb/SW 0 50B - Width Right Curb/SW 5.6 33 - Median 0 51 - Width Curb to Curb 52 - Width Out to Out 6.2 112 - NBIS Length Y Inspection Data 90 - Inspection Date 10/12/2017 91 - Inspection Freq 24 92A - Frac Crit Req/Freq N 93A - Frac Crit Insp Date 92B - Und Water Req/Freq N 93B - Und Water Insp Date 92C - Oth Spec Insp Req/Freq N 93C - Oth Spec Insp Date 92D - Fatigue Req/Freq N 93D - Fatigue Insp Date 176A - Und Water Insp Method 0 58 - Deck Rating 6 58A/B - Deck Surface/Bottom 6 6 59 - Superstructure Rating 5 59A - Paint Rating 5 60 - Substructure Rating 6 61 - Channel Rating N 62 - Culvert Rating N Navigation Data 38 - Navigation Control N 39 - Vertical Clearance 0 40 - Horizontal Clearance 0 111 - Pier Protection 116 - Lift Brdg Vert Clear Route Carried By Structure(ON Record) 5A - Record Type 5B - Route Signing 5C - Level of Service 5D - Route Number 5E - Direction Suffix 10L - Best 3m Unclr-Lt 10R - Best 3m Unclr-Rt PR Number Control Section 11 - Mile Point 12 - Base Highway Network 13 - LRS Route-Subroute 19 - Detour Length 20 - Toll Facility 26 - Functional Class 28A - Lanes On 29 - ADT 30 - Year of ADT 32 - Appr Roadway Width 32A/B - Ap Pvt Type/Width 42A - Service Type On 3 47L - Left Horizontal Clear 0 47R - Right Horizontal Clear 0 53 - Min Vert Clr Ov Deck 99 99 100 - STRAHNET 102 - Traffic Direct 109 - Truck % 110 - Truck Network 114 - Future ADT 115 - Year Future ADT Freeway Structure Appraisal 36A - Bridge Railing N 36B - Rail Transition N 36C - Approach Rail N 36D - Rail Termination N 67 - Structure Evaluation N 68 - Deck Geometry N 69 - Underclearance 4 71 - Waterway Adequacy N 72 - Approach Alignment N 103 - Temporary Structure 113 - Scour Criticality N Miscellaneous 37 - Historical Significance 5 98A - Border Bridge State 98B - Border Bridge % 101 - Parallel Structure N EPA ID Stay in Place Forms 143 - Pin & Hanger Code 148 - No. of Pin & Hangers Route Under Structure (UNDER Record) 5A - Record Type 2 5B - Route Signing 5 5C - Level of Service 1 5D - Route Number 02003 5E - Direction Suffix 0 10L - Best 3m Unclr-Lt 0 0 10R - Best 3m Unclr-Rt 15 8 PR Number Control Section 11 - Mile Point 0 12 - Base Highway Network 1 13 - LRS Route-Subroute 0000003523 03 19 - Detour Length 0 20 - Toll Facility 3 26 - Functional Class 14 28B - Lanes Under 5 29 - ADT 13613 30 - Year of ADT 0 42B - Service Type Under 1 47L - Left Horizontal Clear 0 47R - Right Horizontal Clear 70.21 54A - Left Feature H 54B - Left Underclearance 0 0 54C - Right Feature H 54D - Right Clearance 15 6 Under Clearance Year 2013 55A - Reference Feature H 55B - Right Horiz Clearance 8.9 56 - Left Horiz Clearance 0 100 - STRAHNET 0 102 - Traffic Direct 2 109 - Truck % 0 110 - Truck Network 0 114 - Future ADT 999999 115 - Year Future ADT 0 Freeway 0 Proposed Improvements 75 - Type of Work _ 76 - Length of Improvement 94 - Bridge Cost 95 - Roadway Cost 96 - Total Cost 97 - Year of Cost Estimate Load Rating and Posting 31 - Design Load 7 41 - Open, Posted, Closed A 63 - Fed Oper Rtg Method 2 64F - Fed Oper Rtg Load 0 64MA - Mich Oper Rtg Method 64MB - Mich Oper Rtg 0 64MC - Mich Oper Truck 65 - Inv Rtg Method 2 66 - Inventory Load 0 70 - Posting 5 141 - Posted Loading 193 - Overload Class MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1 WORK RECOMMENDATIONS 98QI Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/12/2017 RECOMMENDATIONS & ACTION ITEMS Recommendation Type Priority Description Railing Repair M Install new top fence rail at north side of east intermediate stair platform. Reattach loose fencing. Super Repair H Perform welded repairs to: - Main span diagonal braces, both top and bottom. - West support columns. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3946 WORK RECOMMENDATIONS Facility Latitude / Longitude MDOT Structure ID Structure Condition WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5) Feature Length / Width / Spans Owner N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 10 Truss- Thru and Pony 10/12/2017 / 98QI N Not Over Waterway Printed on 11/21/2017 Page 1 of 1