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Home My WebLink AboutRPT_STR 3933_Ray St Walkover over E Mt Hope_2017_1120 BIENNIAL BRIDGE INSPECTION SUMMARY RAY STREET OVER EAST MT HOPE AVENUE STRUCTURE NUMBER – 3933 CITY OF LANSING, MI October 9, 2017 The bridge consists of an aluminum thru truss main span with 2-span tailspans with center landing and column support. It was constructed in 1970. The bridge overall is in fair to good condition. DECK The bridge deck is in good condition. Aluminum panels act as the deck and are welded to the bottom chord, there were no deficiencies noted in the deck. There was pedestrian fencing on the sides and the top of the thru truss. Some of the fencing on top was rattling while walking across the bridge and appeared loose. Green decorative paneling was missing from the northeast and northwest faces of the thru- truss. SUPERSTRUCTURE The aluminum thru-truss was in good condition. There were no deficiencies noted except for a welded repair on the west bottom chord over eastbound traffic, possibly from a high load hit. SUBSTRUCTURE The pier units are in fair condition. There are four piers that make up the substructure, two on each side of Mt. Hope. The two main piers consist each consist of a steel pier cap on two steel tube columns that are supported on a short concrete base wall. The tailspan piers each consist of two steel tube columns on separate concrete foundations. Pier 1N, east concrete base has wide vertical cracks on all sides with efflorescence. The east pier on the south side has heavy map cracking in the base with heavy efflorescence. The west pier on the south side has minor spalling in the top of the base near the base plate. The west bearing plate at the base of pier 2N has cracks near the connections to the concrete base. APPROACHES The concrete sidewalks approaching the stairs are in good condition. There was minor settlement between some of the sidewalk joints with some vegetation growing through on the south approach. RECOMMENDATIONS: • Repair cracks and spalls in concrete bases. NBI INSPECTION CY4W Inspector Name Agency / Company Name Insp. Freq.Insp. Date Michael Mitchell FTC&H Inc.24 10/09/2017 GENERAL NOTES 15'-5" underclearance posted on both north and south faces. DECK 10/13 10/15 10/17 1. Surface (SIA-58A) 8 8 8 Aluminum panels act as deck, welded to bottom chord, no deficiencies noted. (10/17) Aluminum panels act as deck for the pedestrian bridge. (10/15) Aluminum panels act as deck for the pedestrian bridge. (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 8 8 8 Aluminum thru truss with fencing on top and sides. Hand railings and rub rail on bottom of walkway. Fencing seems to rattle as walking thru on south end. Green paneling is missing at NE and NW faces. (10/17) Aluminum thru truss, sides act as railing. Pedestrian fencing along both sides and top. Green decorative panels have a missing section at the northeast and northwest. Sign mounted to both sides. (10/15) Aluminum thru truss, sides act as railing. Pedestrian fencing along both sides and top. Green decorative panels have a missing section at the northeast and northwest .Sign mounted on east side. (10/13) 5. Sidewalks or Curbs N N N (10/17) (10/15) (10/13) 6. Deck Bottom Surface (SIA-58B) 8 8 8 Aluminum panels act as deck, welded to bottom chord, no deficiencies noted. (10/17) Aluminum panels act as deck and are welded to the main truss bottom chord. (10/15) Aluminum panels act as deck and are welded to the main truss bottom chord. (10/13) 7. Deck (SIA-58) 8 8 8 Aluminum panels act as deck, welded to bottom chord, no deficiencies noted. (10/17) Aluminum panels act as deck and are welded to the main truss bottom chord. (10/15) Aluminum panels act as deck and are welded to the main truss bottom chord. (10/13) 8. Drainage (10/17) (10/15) (10/13) SUPERSTRUCTURE 10/13 10/15 10/17 MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 1 of 13 9. Stringer (SIA-59) 8 8 8 Aluminum thru truss, chords and diagonals connected with welds. Welded repair on W bottom chord over EB traffic, otherwise no deficiencies noted. (10/17) Aluminum thru truss. All welds at intersections of main members and diagonals are intact. There are two bolted connections along the main span at the top and bottom chords. There is a welded repair probably from a high load hit along the western bottom chord over eastbound traffic. (10/15) Aluminum thru truss. All welds at intersections of main members and diagonals are in tact. There are 2 bolted connections along the main span at the top and bottom chords. There is a welded repair from probably high load hit along the western bottom chord over eastbound traffic. (10/13) 10. Paint (SIA-59A) N N N Aluminum members with no coating. (10/17) Aluminum. Concrete surface coating on the concrete pier footings. (10/15) Aluminum. Concrete surface coating on the concrete pier footings. (10/13) 11. Section Loss N N Aluminum members. (10/17) Aluminum. (10/15) Aluminum. (10/13) 12. Bearings 8 8 6 Pier 2N in W bearing plate has cracks near bolted connections and plate is showing some deformation from tightness of bolt. U-bolts attach bottom chord to top of Piers 2N-3N. (10/17) (10/15) (10/13) SUBSTRUCTURE 10/13 10/15 10/17 13. Abutments (SIA-60) 7 6 7 Stairs sit on sidewalk slab at each landing. (10/17) Steel caissons on top of concrete footings. Pier 1s and pier 4s act as abutments. Pier 1s has leaching cracks in the footing. Pier 4s has open vertical cracks (0.02 inches wide). Each face of the east concrete pedestal at pier 4s has tight leaching cracks. (10/15) Steel caisons on top of concrete footings. Pier 1s and Piers 4s act as abutments. Pier 1s has leaching cracks in the footing. Pier 4s has open vertical cracks (0.02 inches wide). Each face of the concrete pedestal has tight leaching cracks. (10/13) 14. Piers (SIA-60) N N 6 Steel caissons on concrete base. Pier 1N, E concrete base has large vertical cracks on all sides with efflorescence. E pier on south side has heavy map cracking in base with heavy efflorescence. W pier on south side as some spalling in the top pedestal and some minor dents in the green panel. (10/17) Piers 2s and 3s have decorative panels covering the secondary members, cannot see. Minor damage to panel at north side of pier 2s. (10/15) Piers 2s and 3s have decorative panels covering the secondary members, cannot see. (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 18. Approach Pavement 8 7 7 Concrete sidewalks at the base of both stairs. Minor settlement in sidewalk joints with some vegetation through the sidewalk joints in the south approach. (10/17) Concrete sidewalks at the base of the stairways, typical. (10/15) Concrete sidewalks at the base of the stairways, typical. (10/13) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 2 of 13 19. Approach Shoulders Sidewalks N N N (10/17) (10/15) (10/13) 20. Approach Slopes (10/17) (10/15) (10/13) 21. Utilities Overhead lines run over WB shoulder/sidewalk, pair of lines run beneath the bridge against bottom chord and other lines above the bridge. Signs are mounted on each face, with slightly rusted connection attached to the fence. (10/17) Overhead lines rub against the bottom chords of the truss at the main span over Mt. Hope, north end. There are signs mounted at each fascia bolted through the pedestrian fence. (10/15) Overhead lines rub against the bottom chords of the truss at the main span over Mt. Hope, north end. There are signs mounted at each fascia bolted through the pedestrian fence. (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 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 3 of 13 SUPPORTING IMAGES CY4W 10/09/2017 Document Name: IMG_4858.JPG Document Name: IMG_4861.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: East Comments: North MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 4 of 13 Document Name: IMG_4870.JPG Document Name: IMG_4874.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: West Elevation Comments: South MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 5 of 13 Document Name: IMG_4862.JPG Document Name: IMG_4869.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: North Approach Sidewalk Comments: South Approach Sdiewalk MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 6 of 13 Document Name: IMG_4866.JPG Document Name: IMG_4863.JPG Category: Railing Category: Deck Span Number:Span Number: Comments: Typical Hand Rail and Fencing Comments: North Lower Stairs MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 7 of 13 Document Name: IMG_4864.JPG Document Name: IMG_4865.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: North Upper Stairs Comments: Looking South at Surface MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 8 of 13 Document Name: IMG_4867.JPG Document Name: IMG_4868.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: Looking North at Surface Comments: South Stairs MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 9 of 13 Document Name: IMG_4859.JPG Document Name: IMG_4879.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: Underside Comments: Welded Repair over EB MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 10 of 13 Document Name: IMG_4878.JPG Document Name: IMG_4860.JPG Category: Bearings Category: Substructure Span Number:Span Number: Comments: Pier 2N Bearing Connection with Cracks in Plate Comments: North Piers MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 11 of 13 Document Name: IMG_4876.JPG Document Name: IMG_4871.JPG Category: Substructure Category: Other Span Number:Span Number: Comments: Map Cracking in Southeast Pier Comments: Underclearance Sign over EB MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 12 of 13 Document Name: IMG_4875.JPG Document Name: IMG_4877.JPG Category: Other Category: Other Span Number:Span Number: Comments: Underclearance Sign over WB Comments: Underclearance Sign Connection MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form P2502 Printed on 11/20/2017 Page 13 of 13 Bridge History, Type, Materials 27 - Year Built 1970 106 - Year Reconstructed 202 - Year Painted 203 - Year Overlay 43 - Main Span Bridge Type 9 10 44 - Appr Span Bridge Type 1 01 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 4 48 - Max Span Length 70.9 49 - Structure Length 148.8 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 10/09/2017 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 8 58A/B - Deck Surface/Bottom 8 8 59 - Superstructure Rating 8 59A - Paint Rating N 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 6 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 0 148 - No. of Pin & Hangers 0 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 12 - Base Highway Network 0 13 - LRS Route-Subroute 0000003429 06 19 - Detour Length 0 20 - Toll Facility 3 26 - Functional Class 16 28B - Lanes Under 4 29 - ADT 12720 30 - Year of ADT 42B - Service Type Under 1 47L - Left Horizontal Clear 0 47R - Right Horizontal Clear 67.59 54A - Left Feature H 54B - Left Underclearance 15 8 54C - Right Feature H 54D - Right Clearance 15 8 Under Clearance Year 0 55A - Reference Feature H 55B - Right Horiz Clearance 15.4 56 - Left Horiz Clearance 0 100 - STRAHNET 0 102 - Traffic Direct 2 109 - Truck % 110 - Truck Network 0 114 - Future ADT 999999 115 - Year Future ADT 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 3933 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Form 1717A (01/2002)Printed on 11/20/2017 Page 1 of 1 WORK RECOMMENDATIONS CY4W Inspector Name Agency / Company Name Insp. Freq.Insp. Date Michael Mitchell FTC&H Inc.24 10/09/2017 RECOMMENDATIONS & ACTION ITEMS Recommendation Type Priority Description Substr Repair M Repair leaching cracks in concrete bases. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3933 WORK RECOMMENDATIONS Facility Latitude / Longitude MDOT Structure ID Structure Condition RAY ST WALKOVER 42.712 / -84.5453 334385000038P01 Fair Condition(6) Feature Length / Width / Spans Owner EAST MT HOPE AVENUE 148.8 / 6.2 / 5 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 500 EAST MT HOPE LANSING 1970 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/09/2017 / CY4W N Not Over Waterway Printed on 11/20/2017 Page 1 of 1