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HomeMy WebLinkAboutMDOT_RPT_STR 3932 Mt Hope over Sycamore Creek 2017NBI INSPECTION OV53 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/10/2017 GENERAL NOTES DECK 10/13 10/15 10/17 1. Surface (SIA-58A) 9 8 8 Some longitudinal hairline cracks. Minor cracks over the pier. (10/17) Some longitudinal hairline cracks. Minor cracks over the pier. (10/15) New bridge deck 2013. (10/13) 2. Expansion Joints N N N No expansion joints on bridge. Deck continuous over the pier with link slab. (10/17) No expansion joints on bridge. Deck continuous over the pier with link slab. (10/15) No expansion joints on bridge. New deck continuous over the pier. (10/13) 3. Other Joints 9 8 8 Construction joints in good condition. (10/17) Construction joints in good condition. (10/15) New deck and approach slab. Construction joints in good condition. (10/13) 4. Railings 9 8 8 Four-tube painted steel railings on each on traffic side of sidewalks. Pedestrian railings on fascia side of sidewalks. (10/17) Four-tube painted steel railings on each on traffic side of sidewalks. Pedestrian railings on fascia side of sidewalks. (10/15) Four-tube painted steel railings on each on traffic side of sidewalks. Pedestrian railings on fascia side of sidewalks. (10/13) 5. Sidewalks or Curbs 9 8 8 Scattered hairline transverse cracks. Minor transverse cracks over the pier. (10/17) Scattered hairline cracks. Minor cracks over the pier. (10/15) New sidewalks. (10/13) 6. Deck Bottom Surface (SIA-58B) N N N Galvanized steel stay-in-place forms. (10/17) Galvanized steel stay-in-place forms. (10/15) Galvanized steel stay-in-place forms. (10/13) 7. Deck (SIA-58) 9 8 8 Minor hairline cracks. Underside could not be inspected due to stay-in-place forms. (10/17) Minor hairline cracks. Underside could not be inspected due to stay-in-place forms. (10/15) New bridge deck. (10/13) 8. Drainage No drains on bridge deck. (10/17) No drains on bridge deck. (10/15) No drains on bridge deck. (10/13) SUPERSTRUCTURE 10/13 10/15 10/17 9. Stringer (SIA-59) 5 5 5 Steel beams with cover plates, cleaned and painted in 2013. Isolated areas of minor of section loss visible: N fascia beams at backwalls and along top of bottom flange on fascia side, 2nd beam from north in E span, 2nd beams from north and south in W span. (10/17) Steel beams with cover plates, cleaned and painted in 2013. Isolated areas of minor of section loss visible: north fascia beams at backwalls and along top of bottom flange on fascia side, 2nd beam from north in E span, 2nd beams from north and south in W span. (10/15) Steel beams with cover plates, cleaned and painted in 2013. Isolated areas of minor of section loss visible: north fascia beams at backwalls and along top of bottom flange on fascia side, 2nd beam from north in east span, 2nd beams from north and south in west span. (10/13) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 1 of 12 10. Paint (SIA-59A) 9 6 6 Steel beams repainted 2013. 4th beam from N in W span: two areas of top coat peeled off on bottom flange, freckled rust on bottom flange at W abutment. Rust spots on utility supports, 2nd bay from S and 1st bay from N. Rust spots on pier bearings, 4th-7th from S on W side & 6th-8th from S on E side. Rust around edges of bearing plates at abutments. Light rust where SIP forms welded to beam top flanges. (10/17) Steel beams repainted 2013. 4th beam from N in W span: two areas (10"x44" & 4"x4") of top coat peeled off on bottom flange, freckled rust on bottom flange at W abutment. Rust spots on utility supports, 2nd bay from S and 1st bay from N. Rust spots on pier bearings, 4th-7th from S on W side & 6th-8th from S on E side. Rust around edges of bearing plates at abutments. Light rust where SIP forms welded to beam top flanges. (10/15) Steel beams repainted 2013. (10/13) 11. Section Loss 3 3 3 Bolted beam end repairs on all beam ends at the pier. (10/17) Bolted beam end repairs on all beam ends at the pier. (10/15) Bolted beam end repairs on all beam ends at the pier. (10/13) 12. Bearings 8 7 7 Spot rust on some pier bearings. Rust around edges of bearing plates at abutments, heaviest at first two bearings from each fascia. (10/17) Spot rust on some pier bearings. Rust around edges of bearing plates at abutments. (10/15) Bearings repainted. (10/13) SUBSTRUCTURE 10/13 10/15 10/17 13. Abutments (SIA-60) 7 7 7 Newer slopewalls in all four quadrants. (10/17) Newer slopewalls in all four quadrants. (10/15) New slopewalls in all four quadrants. (10/13) 14. Piers (SIA-60) 7 7 7 Some light scaling on east face at south end. (10/17) Some light scaling on east face at south end. Rip rap at each end of pier at nosings. (10/15) Some light scaling on east face at south end. New rip rap at each end of pier at nosings. (10/13) 15. Slope Protection 5 5 N Rating N/A for bridges over water. Grouted riprap on slopes in front of abutments. Some large cracks and displacement where rip rap has slid toward the channel. (10/17) Grouted riprap on slopes in front of abutments. Some large cracks and displacement where rip rap has slid toward the channel. (10/15) Grouted riprap on slopes in front of abutments. Some large cracks and displacement. (10/13) 16. Channel (SIA-61) 5 5 5 Small vegetation covered island in west channel upstream. Some debris along channel banks upstream and down. (10/17) Small vegetation covered island in west channel upstream. Some debris along channel banks upstream and down. (10/15) Small vegetation covered island in west channel upstream. Some debris along channel banks upstream and down. (10/13) 17. Scour Inspection 7 7 Abutments are out of the water during normal flow conditions. Pier is in the water and protected by rip rap at each end at nosings. There is no evidence of scour around the pier. There is some buildup of soft silt along each pier face. (10/17) Abutments are out of the water during normal flow conditions. Pier is in the water and protected by rip rap at each end. There is no evidence of scour around the pier. There is some buildup of silt along each pier face. (10/15) (10/13) APPROACH 10/13 10/15 10/17 18. Approach Pavement 9 8 8 Newer approach pavement. (10/17) New approach pavement in 2013. (10/15) New approach pavement. (10/13) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 2 of 12 19. Approach Shoulders Sidewalks 9 8 4 Newer approach sidewalks. Some settlement adjacent to bridge: 1/2" SW, 1" SE, 1" NW, 5/8" NE. Rating is based on settlement. (10/17) New approach sidewalks in 2013. (10/15) New approach sidewalks. (10/13) 20. Approach Slopes Heavily vegetated. (10/17) Heavily vegetated. (10/15) Heavily vegetated. (10/13) 21. Utilities Watermain in 1st bay from north. (10/17) Watermain in 1st bay from north. (10/15) Watermain in 1st bay from north with new pipe supports. The "Transite" conduits in 2nd bay from south were removed as part of the 2013 rehabilitation. (10/13) 22. Drainage Culverts (10/17) (10/15) (10/13) MISCELLANEOUS Guard Rail Other Items Item Rating Item Rating 36A. Bridge Railings 1 71. Water Adequacy 8 36B. Transitions 1 72. Approach Alignment 8 36C. Approach Guardrail 1 Temporary Support 0 No Temporary Supports 36D. Approach Guardrail Ends 1 High Load Hit (M)No Special Insp. Equipment 2 Underwater Insp. Method 1 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 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 3 of 12 SUPPORTING IMAGES OV53 10/10/2017 Document Name: PA101036.JPG Document Name: PA101048.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: South elevation.Comments: North elevation. Document Name: IMG_1143.JPG Document Name: IMG_1144.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: West approach.Comments: West concrete approach slab, looking south. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 4 of 12 Document Name: IMG_1164.JPG Document Name: IMG_1165.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: East concrete approach slab, looking south.Comments: East approach. Document Name: IMG_1148.JPG Document Name: IMG_1170.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: North sidewalk, looking east.Comments: Bridge looking west. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 5 of 12 Document Name: IMG_1173.JPG Document Name: IMG_1181.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: Bridge deck looking northwest.Comments: Deck and link slab over pier. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 6 of 12 Document Name: IMG_1189.JPG Document Name: IMG_1191.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: South sidewalk looking east.Comments: Bridge looking east. Document Name: PA101028.JPG Document Name: PA101029.JPG Category: Superstructure Category: Superstructure Span Number: 1 Span Number: 1 Comments: Typical corrosion / loss of section on beam at former deck drain locations. Comments: Peeling coating at eight beam from south - west span. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 7 of 12 Document Name: PA101046.JPG Document Name: PA101052.JPG Category: Superstructure Category: Superstructure Span Number: 1 Span Number: 2 Comments: West span, bay 10 from south.Comments: East span, bays 9 and 10 from south. Document Name: PA101054.JPG Document Name: PA101056.JPG Category: Superstructure Category: Superstructure Span Number: 2 Span Number: 2 Comments: East span, bays 6 and 7 from south.Comments: East span, bay 3 from south. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 8 of 12 Document Name: PA101057.JPG Document Name: PA101026.JPG Category: Superstructure Category: Substructure Span Number: 2 Span Number: 1 Comments: East span, bays 1 and 2 from south.Comments: West abutment, looking south. Document Name: PA101027.JPG Document Name: PA101031.JPG Category: Substructure Category: Substructure Span Number: 2 Span Number: 1 Comments: East pier face.Comments: West abutment, looking north. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 9 of 12 Document Name: PA101033.JPG Document Name: PA101035.JPG Category: Substructure Category: Substructure Span Number: 1 Span Number: 1 Comments: Southwest slopewall.Comments: West pier face. Document Name: PA101050.JPG Document Name: PA101066.JPG Category: Substructure Category: Substructure Span Number: 1 Span Number: 2 Comments: Northwest slopewall.Comments: East abutment, north end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 10 of 12 Document Name: PA101067.JPG Document Name: PA101068.JPG Category: Substructure Category: Substructure Span Number: 2 Span Number: 2 Comments: East abutment, looking south.Comments: Southeast slopewall. Document Name: PA101069.JPG Document Name: IMG_1153.JPG Category: Substructure Category: Channel Span Number:Span Number: Comments: Northeast slopewall.Comments: Channel looking north (downstream). MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 11 of 12 Document Name: IMG_1177.JPG Category: Channel Span Number: Comments: Channel looking south (upstream). MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form P2502 Printed on 11/21/2017 Page 12 of 12 Bridge History, Type, Materials 27 - Year Built 1962 106 - Year Reconstructed 2013 202 - Year Painted 2013 203 - Year Overlay 43 - Main Span Bridge Type 3 32 44 - Appr Span Bridge Type 77 - Steel Type 2 78 - Paint Type 4 79 - Rail Type 9 80 - Post Type 1 107 - Deck Type 1 108A - Wearing Surface 1 108B - Membrane 0 108C - Deck Protection 1 Structure Dimensions 34 - Skew 0 35 - Struct Flared 0 45 - Num Main Spans 2 46 - Num Apprs Spans 0 48 - Max Span Length 53.3 49 - Structure Length 110 50A - Width Left Curb/SW 7.4 50B - Width Right Curb/SW 7.4 33 - Median 0 51 - Width Curb to Curb 41.3 52 - Width Out to Out 61.5 112 - NBIS Length Y Inspection Data 90 - Inspection Date 10/10/2017 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 1 58 - Deck Rating 8 58A/B - Deck Surface/Bottom 8 N 59 - Superstructure Rating 5 59A - Paint Rating 6 60 - Substructure Rating 7 61 - Channel Rating 5 62 - Culvert Rating N Navigation Data 38 - Navigation Control 0 39 - Vertical Clearance 0 40 - Horizontal Clearance 0 111 - Pier Protection 116 - Lift Brdg Vert Clear 0 Route Carried By Structure(ON Record) 5A - Record Type 1 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 99 99 PR Number Control Section 11 - Mile Point 12 - Base Highway Network 0 13 - LRS Route-Subroute 0000003429 06 19 - Detour Length 3 20 - Toll Facility 3 26 - Functional Class 16 28A - Lanes On 2 29 - ADT 8725 30 - Year of ADT 2013 32 - Appr Roadway Width 41.3 32A/B - Ap Pvt Type/Width 4 38.48 42A - Service Type On 5 47L - Left Horizontal Clear 0.0 47R - Right Horizontal Clear 41.3 53 - Min Vert Clr Ov Deck 99 99 100 - STRAHNET 0 102 - Traffic Direct 2 109 - Truck % 0 110 - Truck Network 0 114 - Future ADT 10847 115 - Year Future ADT 2033 Freeway 0 Structure Appraisal 36A - Bridge Railing 1 36B - Rail Transition 1 36C - Approach Rail 1 36D - Rail Termination 1 67 - Structure Evaluation 5 68 - Deck Geometry 5 69 - Underclearance N 71 - Waterway Adequacy 8 72 - Approach Alignment 8 103 - Temporary Structure 113 - Scour Criticality 3 Miscellaneous 37 - Historical Significance 5 98A - Border Bridge State 98B - Border Bridge % 101 - Parallel Structure N EPA ID MIK158385036 Stay in Place Forms 1 143 - Pin & Hanger Code 148 - No. of Pin & Hangers Route Under Structure (UNDER 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 28B - Lanes Under 29 - ADT 30 - Year of ADT 42B - Service Type Under 5 47L - Left Horizontal Clear 47R - Right Horizontal Clear 54A - Left Feature 54B - Left Underclearance 99 99 54C - Right Feature 54D - Right Clearance 99 99 Under Clearance Year 55A - Reference Feature N 55B - Right Horiz Clearance 99.9 56 - Left Horiz Clearance 0 100 - STRAHNET 102 - Traffic Direct 109 - Truck % 110 - Truck Network 114 - Future ADT 115 - Year Future ADT Freeway 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 6 41 - Open, Posted, Closed A 63 - Fed Oper Rtg Method 8 64F - Fed Oper Rtg Load 1.18 64MA - Mich Oper Rtg Method 8 64MB - Mich Oper Rtg 1.04 64MC - Mich Oper Truck 16 65 - Inv Rtg Method 8 66 - Inventory Load .91 70 - Posting 5 141 - Posted Loading 193 - Overload Class MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1 WORK RECOMMENDATIONS OV53 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/10/2017 RECOMMENDATIONS & ACTION ITEMS Recommendation Type Priority Description Appr. Pavement M Place bit. wedges at approach sidewalks. Zone Paint M Repair peeling paint and rust spots on beams. Other L Patch cracks in rip rap at abutments. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3932 WORK RECOMMENDATIONS Facility Latitude / Longitude MDOT Structure ID Structure Condition MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5) Feature Length / Width / Spans Owner SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1962 / 2013 / 2013 /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / OV53 3 SC - Unstable Printed on 11/21/2017 Page 1 of 1