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HomeMy WebLinkAboutMDOT_RPT_STR 3951 Pennsylvania over NS RR 2017NBI INSPECTION ZS2Z Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/12/2017 GENERAL NOTES DECK 10/13 10/15 10/17 1. Surface (SIA-58A) 7 7 7 Light map cracking throughtout. Small spall (2"-3" diameter) in outside SB lane in SW quadrant. Repaired spalls at electrical boxes in inside lanes, some hollow areas around patches. Crack and spall on top of S backwall between southbound lanes. (10/17) Light map cracking throughtout. Small spall (2"-3" diameter) in SW quadrant. Spalls at electrical boxes repaired since 2013 inspection. Crack in spall on top of S backwall between southbound lanes. (10/15) Light map cracking. Small spall (2"-3" diameter) in SW quadrant. Two 1-foot diameter spalls around electrical boxes cast into bridge deck at midspan, inside northbound and southbound lanes. (10/13) 2. Expansion Joints 8 8 7 Expansion joint at south abutment partially filled with dirt and grit. (10/17) Expansion joint at south abutment partially filled with dirt and grit. (10/15) Expansion joint at south abutment partially filled with dirt and grit. (10/13) 3. Other Joints 8 8 7 Sealant at north joint failing, weeds growing in joint. (10/17) (10/15) (10/13) 4. Railings 7 7 7 Solid concrete parapet with stone pattern. Map cracking throughout. Vertical hairline cracking every 5'. Chips and scrapes along entire inside face. Surface coating is flaking off. Piece of wood cast into top of railing at northwest flared section of deck. Grit along face of W railing. (10/17) Solid concrete parapet with stone pattern. Map cracking and vertical hairline cracking every 5'. Surface coating is flaking off. Piece of wood cast into top of railing at northwest flared section of deck. (10/15) Solid concrete parapet with stone pattern. Vertical hairline cracking every 5'. Surface coating is flaking off. Piece of wood cast into top of railing at northwest flared section of deck. (10/13) 5. Sidewalks or Curbs 7 7 7 Surface map cracking throughout. Cracks and spalls on face of curb at expansion joint in SE quadrant. (10/17) Surface map cracking throughout. Cracks and spalls on face of curb at expansion joint in SE quadrant. (10/15) Cracks and spalls at expansion joint at SE quadrant. (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) 7 7 7 Deck bottom not visible due to stay-in-place forms. Deck surface has light map cracking and several small spalls. One small spall and two repaired spalls with adjacent hollow areas. (10/17) Deck bottom not visible due to stay-in-place forms. Deck surface has light map cracking and several small spalls. (10/15) Deck bottom not visible due to stay-in-place forms. Deck surface has light map cracking and several small spalls. (10/13) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 1 of 14 8. Drainage No deck drains on bridge. 2" PVC pipe in each sidewalk to drain "bumpout" areas, drain pipes appear blocked by leaves and dirt. (10/17) No deck drains on bridge. 2" PVC pipe in each sidewalk to drain "bumpout" areas, drain pipes appear blocked by leaves and dirt. (10/15) No deck drains on bridge. (10/13) SUPERSTRUCTURE 10/13 10/15 10/17 9. Stringer (SIA-59) 8 7 7 Painted steel plate girders. Beams are skewed relative to the roadway and there are flare beams in the SE and NW quadrants. (10/17) Painted steel plate girders. Beams are skewed relative to the roadway and there are flare beams in the SE and NW quadrants. (10/15) Painted steel plate girders. Beams are skewed relative to the roadway and there are flare beams in the SE and NW quadrants. (10/13) 10. Paint (SIA-59A) 8 7 7 Some scattered small rust spots on beams and cross-frames. (10/17) Some scattered small rust spots on cross-frames. (10/15) (10/13) 11. Section Loss 3 3 3 (10/17) (10/15) (10/13) 12. Bearings 7 7 5 Elastomeric bearings. Excessive shear deformation both parallel and perpendicular to beams at south abutment. No cracking of elastomer. (10/17) Elastomeric bearings. Excessive shear deformation both parallel and perpendicular to beams at south abutment. (10/15) Elastomeric bearings. Excessive shear deformation both parallel and perpendicular to beams at south abutment. (10/13) SUBSTRUCTURE 10/13 10/15 10/17 13. Abutments (SIA-60) 8 7 7 Concrete pile supported cap behind MSE retaining walls. Concrete retaining walls in SE and NW quadrants. Cracks in slopewall and backwall in NW quadrant. Large spall to rebar in N backwall at W end. Trees growing at top of retaining wall in SE and NW quadrants. Some mis -alignment of MSE wall cap at NE wingwall. (10/17) Concrete pile supported cap behind mechanically stabilized earth retaining walls. Old concrete retaining walls in SE and NW quadrants. Cracks in slopewall and backwall in NW quadrant. Trees growing at top of retaining wall in SE and NW quadrants. Some mis- alignment of MSE wall cap at NE wingwall. (10/15) Concrete pile supported cap behind mechanically stabilized earth retaining walls. Old concrete retaining walls in SE and NW quadrants. Cracks in slopewall and backwall in NW quadrant. Trees growing at top of retaining wall in SE and NW quadrants. Some mis- alignment of MSE wall cap at NE wingwall. (10/13) 14. Piers (SIA-60) N N N (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) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 2 of 14 APPROACH 10/13 10/15 10/17 18. Approach Pavement 8 7 5 Concrete pavement each end of bridge with bituminous pavement beyond. A few scattered spalls with asphalt patches. Three spalls to rebar (1'x1', 3'x3', 3'x3') SB lanes at N approach and three spalls (2'x2', 3'x3', 3'x6') inside SB lane at S approach, partially filled with asphalt. (10/17) Concrete pavement each end of bridge with bituminous pavement beyond. A few scattered spalls with asphalt patches. (10/15) Concrete pavement each end of bridge with bituminous pavement beyond. (10/13) 19. Approach Shoulders Sidewalks 8 8 4 Damage to approach guardrail in SW and SE quadrants. Sidewalk settlement at bridge: SE 1 1/2", SW 1/4", NE 1/2", NW 1 1/4". Weeds growing between sidewalks and curbs. Rating based on sidewalk settlement. (10/17) Damage to approach guardrail in SW and SE quadrants. Sidewalk settlement at bridge. Weeds growing between sidewalks and curbs. (10/15) Damage to approach guardrail in SW and SE quadrants. (10/13) 20. Approach Slopes Well vegetated. (10/17) Well vegetated. (10/15) Well vegetated and maintained. (10/13) 21. Utilities Conduits and electrical boxes cast into deck. Watermain in center bay. (10/17) Conduits and electrical boxes cast into deck. Watermain in center bay. (10/15) Conduits and electrical boxes cast into deck. Watermain in center bay. (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 N 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 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 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 3 of 14 SUPPORTING IMAGES ZS2Z 10/12/2017 Document Name: IMG_1247.JPG Document Name: IMG_1248.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: East elevation of bridge and southeast retaining wall.Comments: East elevation. Document Name: PA120035.JPG Document Name: IMG_1341.JPG Category: Elevation Category: Approach Span Number:Span Number: Comments: West elevation.Comments: West sidewalk at south approach. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 4 of 14 Document Name: IMG_1361.JPG Document Name: PA120041.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: East sidewalk at south approach.Comments: North approach looking north. Document Name: IMG_1281.JPG Document Name: IMG_1328.JPG Category: Railing Category: Railing Span Number: 1 Span Number: 1 Comments: West superstructure bumpout and railings, looking north. Comments: Wood cast into west bumpout railing at north end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 5 of 14 Document Name: IMG_1344.JPG Document Name: IMG_1347.JPG Category: Railing Category: Railing Span Number: 1 Span Number: 1 Comments: East railing at north end.Comments: East railing at south end. Document Name: IMG_1370.JPG Document Name: IMG_1376.JPG Category: Railing Category: Railing Span Number: 1 Span Number: 1 Comments: East superstructure bumpout and railings, looking north. Comments: West railing at south end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 6 of 14 Document Name: IMG_1389.JPG Document Name: IMG_1309.JPG Category: Railing Category: Deck Span Number: 1 Span Number: 1 Comments: West railing, north end.Comments: Spalling at deck fascia, northwest quadrant. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 7 of 14 Document Name: IMG_1372.JPG Document Name: IMG_1402.JPG Category: Deck Category: Deck Span Number:Span Number: 1 Comments: Bridge looking north.Comments: Spall in deck surface, outside SB lane near south end. Document Name: PA120044.JPG Document Name: IMG_1340.JPG Category: Deck Category: Joints Span Number:Span Number: 1 Comments: Bridge looking south.Comments: Expansion joint at south abutment, looking southeast. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 8 of 14 Document Name: IMG_1346.JPG Document Name: IMG_1385.JPG Category: Joints Category: Joints Span Number: 1 Span Number: Comments: Cracks and spall at independent backwall at south end in middle of SB lanes. Comments: Joint at north approach, looking northwest. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 9 of 14 Document Name: PA120020.JPG Document Name: PA120048.JPG Category: Superstructure Category: Superstructure Span Number: 1 Span Number: 1 Comments: Typical underside of superstructure.Comments: Typical coating failure and corrosion. Document Name: PA120058.JPG Document Name: IMG_1250.JPG Category: Bearings Category: Substructure Span Number: 1 Span Number: Comments: Typical deformed elastomeric bearing pad.Comments: South MSE wall at east end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 10 of 14 Document Name: IMG_1251.JPG Document Name: IMG_1254.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: South MSE wall, looking west.Comments: South MSE wall, east end. Document Name: IMG_1255.JPG Document Name: IMG_1265.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: Northeast MSE returnwall.Comments: Southwest MSE returnwall. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 11 of 14 Document Name: IMG_1266.JPG Document Name: IMG_1267.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: North MSE wall, looking east.Comments: North MSE wall, looking west. Document Name: IMG_1276.JPG Document Name: IMG_1392.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: Southwest concrete returnwall.Comments: Northeast concrete returnwall. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 12 of 14 Document Name: PA120008.JPG Document Name: PA120009.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: Tree growing at top of MSE wall, southeast quadrant.Comments: Retaining wall in southeast quadrant. Document Name: PA120031.JPG Document Name: PA120033.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: Tree growing at top of MSE wall, northwest quadrant.Comments: Retaining wall in northwest quadrant. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 13 of 14 Document Name: PA120046.JPG Category: Substructure Span Number: Comments: Spall in backwall at fascia, northwest quadrant. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 14 of 14 Bridge History, Type, Materials 27 - Year Built 2005 106 - Year Reconstructed 202 - Year Painted 203 - Year Overlay 43 - Main Span Bridge Type 3 82 44 - Appr Span Bridge Type 77 - Steel Type 5 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 73 35 - Struct Flared 0 45 - Num Main Spans 1 46 - Num Apprs Spans 0 48 - Max Span Length 210 49 - Structure Length 213.3 50A - Width Left Curb/SW 5 50B - Width Right Curb/SW 5 33 - Median 0 51 - Width Curb to Curb 47.9 52 - Width Out to Out 60.4 112 - 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 7 58A/B - Deck Surface/Bottom 7 N 59 - Superstructure Rating 7 59A - Paint Rating 7 60 - Substructure Rating 7 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 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 0 12 - Base Highway Network 0 13 - LRS Route-Subroute 0000003359 05 19 - Detour Length 2 20 - Toll Facility 3 26 - Functional Class 16 28A - Lanes On 4 29 - ADT 13400 30 - Year of ADT 2007 32 - Appr Roadway Width 52.2 32A/B - Ap Pvt Type/Width 4 54 42A - Service Type On 1 47L - Left Horizontal Clear 0.0 47R - Right Horizontal Clear 58.0 53 - Min Vert Clr Ov Deck 99 99 100 - STRAHNET 0 102 - Traffic Direct 2 109 - Truck % 10 110 - Truck Network 0 114 - Future ADT 15403 115 - Year Future ADT 2021 Freeway 0 Structure Appraisal 36A - Bridge Railing 1 36B - Rail Transition 1 36C - Approach Rail 1 36D - Rail Termination 1 67 - Structure Evaluation 7 68 - Deck Geometry 2 69 - Underclearance 4 71 - Waterway Adequacy N 72 - Approach Alignment 8 103 - 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 1 143 - Pin & Hanger Code 1 148 - 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 2 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 R 55B - Right Horiz Clearance 9.8 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 6 64F - Fed Oper Rtg Load 2.11 64MA - Mich Oper Rtg Method 6 64MB - Mich Oper Rtg 1.1 64MC - Mich Oper Truck 18 65 - Inv Rtg Method 6 66 - Inventory Load 1.26 70 - Posting 5 141 - Posted Loading 193 - Overload Class MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1 WORK RECOMMENDATIONS ZS2Z Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/12/2017 RECOMMENDATIONS & ACTION ITEMS Recommendation Type Priority Description Appr. Pavement H Repair spalls in approach pavement. Replace or place bituminous wedges at approach sidewalks. Brush Cut L Remove trees at top of MSE walls in southeast and northwest quadrants. Joint Repair L Clean out expansion joint. Deck Patching M Repair surface spalls in bridge deck. Repair crack and spall on top of south backwall in southbound lanes. Substr Repair M Repair cracks and spalls at northwest returnwall and at west end of north backwall. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3951 WORK RECOMMENDATIONS Facility Latitude / Longitude MDOT Structure ID Structure Condition PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7) Feature Length / Width / Spans Owner NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway Printed on 11/21/2017 Page 1 of 1