Loading...
HomeMy WebLinkAboutMDOT_RPT_STR 3956 Aurelius over GT RR 2017NBI INSPECTION ZGK9 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 12 10/10/2017 GENERAL NOTES Posting Signs in Place YES DECK 10/15 10/16 10/17 1. Surface (SIA-58A) 4 4 4 NB lane:Bituminous overlay in poor condition with extensive map cracking, small spalls & bituminous patches. Overlaid with "macadam" type surface in vehicle lane only with incomplete coverage. Overall surface very uneven. Several small bit filled spalls in S span. Transverse cracks in shoulder/bike lane at 3'-4' spacing. SB lane: Concrete overlay has minor cracking, spalling with bituminous patches at S exp joint, cracks and small spalls at N exp joint. 2'x10' spall at N abutment, 1 1/2" deep. (10/17) Bituminous overlay in NB lane in poor condition with extensive map cracking, spalls & bituminous patches. NB overlaid with "macadam" type surface in vehicle lane only. Coverage is incomplete with areas of bituminous surface showing. Several small bit filled spalls in S span. Transverse cracks in shoulder/bike lane at 3-6 ft spacing. Concrete overlay in SB lane has minor cracking, spalling with bituminous patches at S exp joint, cracks and small spalls at N exp joint. (10/16) Bituminous overlay in northbound lane in poor condition with extensive map cracking, spalls & bituminous patches. Northbound overlaid with "macadam" type surface in vehicular only. Coverage is incomplete with areas of bituminous surface showing. Loose gravel along E lane line up to 1" deep. Transverse cracks in shoulder/bike lane at 3-6 ft spacing. Concrete overlay in SB lane has minor cracking, spalling with bituminous patches at S exp joint, cracks and small spalls at N exp joint. (10/15) 2. Expansion Joints 4 4 4 NB lanes: Exp joints paved over, 1/2" heaving at N joint. SB lanes: strip seal type joints, mostly covered with hot-poured sealant. Spalls with bituminous patches both joints. (10/17) NB lanes: Exp joints paved over. SB lanes: strip seal type joints, mostly covered with hot- poured sealant. South joint has bituminous filled spalls on south side (2'x8'). (10/16) Northbound lanes: exp joints paved over. Southbound lanes: strip seal type joints, mostly covered with hot-poured sealant. South joint has bituminous filled spalls on south side (2'x8'). (10/15) 3. Other Joints 5 5 5 Asphalt patches and/or hot tar at both approach joints. In NB lane, the "macadam" surface extends over the approach joints at both ends. (10/17) Transverse cracking at 3'-6' spacing. In NB lane, the "macadam" surface extends past the bridge onto the approaches at both ends. (10/16) Transverse cracking at 3'-6' spacing. In northbound lane, the "macadam" surface extends past the bridge onto the approaches at both ends. (10/15) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 1 of 18 4. Railings 3 3 3 Concrete open parapet with one tube aluminum rail. Rusty cracks on all posts, spalls or incipient spalls on most posts. Spalls range from minor to heavy. East concrete rail has horizontal cracks full length and heavy spalling with exposed rebar for 50% of length and adjacent to expansion jonts. West concrete rail has scattered cracks and spalls, heaviest on south half of center span. (10/17) Concrete open parapet with one tube aluminum rail. Rusty cracks on all posts, spalls or incipient spalls on most posts. Spalls range from minor to heavy. East concrete rail has horizontal cracks full length and heavy spalling with exposed rebar for 50% of length and adjacent to expansion jonts. West concrete rail has scattered cracks and spalls, heaviest on south half of center span. (10/16) Concrete open parapet with one tube aluminum rail. Rusty cracks on all posts, spalls or incipient spalls on most posts. Spalls range from minor to heavy. East concrete rail has horizontal cracks full length and heavy spalling with exposed rebar for 50% of length and adjacent to expansion jonts. West concrete rail has scattered cracks and spalls, heaviest on south half of center span. (10/15) 5. Sidewalks or Curbs 6 6 6 Spalling of W sidewalk and E brush block at expansion joints and along fascia. Median curb with open longitudinal joint has cracks on E face, large spall with exposed rebar in S span on W face, and spalls with exposed rebar at S expansion joint both sides. Curb between SB lanes and bicycle path is in good condition. (10/17) Spalling of W sidewalk and E brush block at expansion joints and along fascia. Median curb with open longitudinal joint has cracks on E face, large spall with exposed rebar in S span on W face, and spalls with exposed rebar at S expansion joint both sides. Curb between SB lanes and bicycle path is in good condition. (10/16) Spalling of W sidewalk and E brush block at expansion joints and along fascia. Median curb with open longitudinal joint has cracks on east face, large spall with exposed rebar in south span on west face, and spalls with exposed rebar at S expansion joint both sides. Curb between SB lanes and bicycle path is in good condition. (10/15) 6. Deck Bottom Surface (SIA-58B) N N N Galvanized steel stay-in-place forms except at fascias and center bay (open longitudinal joint). Transverse cracks at each side of open longitudinal joint. Spalls on each deck fascia at N expansion joint. Light rust and efflorescence on SIP forms along edges at beams. Efflorescence at SIP form seams in all NB spans. SIP forms at expansion joints heavily corroded. (10/17) Galvanized steel stay-in-place forms except at fascias and center bay (open longitudinal joint). Transverse cracks at each side of open longitudinal joint. Spalls on each deck fascia at N expansion joint. Light rust and efflorescence on SIP forms along edges at beams. Efflorescence at SIP form seams in all NB spans. SIP forms at expansion joints heavily corroded. (10/16) Galvanized steel stay-in-place forms except at fascias and center bay at open longitudinal joint. Transverse cracks at each side of open longitudinal joint. Spalls on each deck fascia at north expansion joint. Light rust on SIP forms along edges at beams. SIP forms at expansion joints heavily corroded. (10/15) 7. Deck (SIA-58) 4 4 4 Rusty cracks on deck fascia. Some spalling of deck fascia at expansion joints. Heavy cracking and spalling of overlay in NB lanes. Efflorescence at SIP form seams in NB spans indicates cracking and leakage. (10/17) Rusty cracks on deck fascia. Some spalling of deck fascia at expansion joints. Heavy cracking and spalling of overlay in NB lanes. Efflorescence at SIP form seams in NB spans indicates cracking and leakage. (10/16) Rusty cracks on deck fascia. Some spalling of deck fascia at expansion joints. Heavy cracking and spalling of overlay in NB lanes. (10/15) 8. Drainage No deck drains on bridge. (10/17) No deck drains on bridge. (10/16) No deck drains on bridge. (10/15) SUPERSTRUCTURE 10/15 10/16 10/17 MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 2 of 18 9. Stringer (SIA-59) 4 4 4 Unpainted A588 steel, uniform corrosion layer throughout. Beam ends very close at expansion joints. Heavy corrosion with some delamination and section loss at beam ends at pin and hangers. Some heavier corrosion with minor delamination along bottom of bottom flanges, heaviest at E fascia beam in center span. (10/17) Unpainted A588 steel, uniform corrosion layer throughout. Beam ends very close at expansion joints. Heavy corrosion with some delamination and section loss at beam ends at pin and hangers. Some heavier corrosion with minor delamination along bottom of bottom flanges, heaviest at E fascia beam in center span. (10/16) Unpainted A588 steel, uniform corrosion layer throughout. Beam ends very close at expansion joints. Heavy corrosion with some delamination and section loss at beam ends at pin and hangers. Some heavier corrosion with minor delamination along bottom of bottom flanges, heaviest at east fascia beam in center span. (10/15) 10. Paint (SIA-59A) N N N Unpainted A588 steel. (10/17) Unpainted A588 steel. (10/16) Unpainted A588 steel. (10/15) 11. Section Loss 1 1 1 Heavy corrosion with some delamination and section loss at beam ends at pin and hangers. Some delamination of the bottom flange of the east fascia beam in the center span. Some pack rust at pin and hangers. Some minor delamination of beam ends at N backwall. (10/17) Heavy corrosion with some delamination and section loss at beam ends at pin and hangers. Some delamination of the bottom flange of the east fascia beam in the center span. Some pack rust at pin and hangers. Some minor delamination of beam ends at N backwall. (10/16) Heavy corrosion with some delamination and section loss at beam ends at pin and hangers. Some delamination of the bottom flange of the east fascia beam in the center span. Some pack rust at pin and hangers (10/15) 12. Bearings 6 6 6 Light rust at rocker bearings at piers. Rust with delamination at bearings and bearing plates at both abutments. (10/17) Light rust at rocker bearings at piers. Rust with delamination at bearings and bearing plates at both abutments. (10/16) Light rust at rocker bearings at piers. Rust with delamination at bearings and bearing plates at both abutments. (10/15) SUBSTRUCTURE 10/15 10/16 10/17 13. Abutments (SIA-60) 7 7 6 Minor vertical cracks in the abutment walls, with the largest one at the expansion joint. 36" long x 7" high spall with exposed rebar on top of wall at north abutment (Bay 8W). Exp joints in both N&S backwalls (Bay 6W) have lost most of the joint filler and dirt is coming through. (10/17) Minor vertical cracks in the abutment walls, with the largest one at the expansion joint. 36" long x 7" high spall with exposed rebar on top of wall at north abutment (Bay 8W). Exp joints in both N&S backwalls (Bay 6W) have lost most of the joint filler and dirt is coming through. (10/16) Minor vertical cracks in the abutment walls, with the largest one at the expansion joint. Small incipient spall on top of wall at north abutment and backwall (Bay 8W). Expansion joint filler in both backwalls (Bay 6W) have lost most of the joint filler and dirt is coming through. (10/15) 14. Piers (SIA-60) 7 7 7 South pier: Crack and incipient spall at top north side of crashwall at center construction joint. Vertical hairline cracks in crash wall. North pier: Spall with exposed rebar on each top face of crash wall at the center construction joint. (10/17) South pier: Crack and incipient spall at top north side of crashwall at center construction joint. Vertical hairline cracks in crash wall. North pier: Spall with exposed rebar on each top face of crash wall at the center construction joint. (10/16) South pier: vertical hairline cracks in crash wall. North pier: spall with exposed rebar on each top face of crash wall at the center construction joint. (10/15) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 3 of 18 15. Slope Protection 6 6 6 Cast-in-place concrete slope paving at both abutments. Cracks and heaving of some panels under fascia beams. Weeds and trees growing in joints under bridge fascias. (10/17) Cast-in-place concrete slope paving at both abutments. Cracks and heaving of some panels under fascia beams. Weeds and trees growing in joints under bridge fascias. Tree growing behind north pier crashwall at west end. (10/16) Cast-in-place concrete slope paving at both abutments. Cracks and heaving of some panels. Weeds and trees growing in joints under bridge fascias. Tree growing behind north pier crashwall at west end. (10/15) 16. Channel (SIA-61) N N N (10/17) (10/16) (10/15) 17. Scour Inspection N N N (10/17) (10/16) (10/15) APPROACH 10/15 10/16 10/17 18. Approach Pavement 5 5 5 Concrete approaches. Bituminous or bituminous covered concrete pavement adjacent to bridge. Bituminous pavement has transverse cracks at 3-6 foot spacing. Spalling and settlement immediately adjacent to ends of bridge. NB lane at each end of bridge covered by "macadam" surface. Spalls and broken pieces of asphalt at S approach in SB lane across W half of lane. (10/17) Bituminous pavement immediately adjacent to bridge, the rest of road is concrete. Bituminous pavement has transverse cracks at 3-6 foot spacing. Spalling and settlement immediately adjacent to ends of bridge. NB lane at each end of bridge covered by "macadam" surface. Spalls and broken pieces of asphalt at S approach in SB lane across W half of lane. (10/16) Bituminous pavement immediately adjacent to bridge, the rest of road is concrete. Bituminous pavement has transverse cracks at 3-6 foot spacing. Spalling and settlement immediately adjacent to ends of bridge. NB lane at each end of bridge covered by "macadam" surface. (10/15) 19. Approach Shoulders Sidewalks 6 6 6 Some cracking of median curb. Settlement of median curb at bridge ends. (10/17) Some cracking of median curb. Settlement of median curb at bridge ends. (10/16) Some cracking of median curb. Settlement of median curb at bridge ends. (10/15) 20. Approach Slopes (10/17) (10/16) Heavy brush on slopes. (10/15) 21. Utilities 16" watermain in bay 1W. Street lights on bridge, both sides. Missing cover at street light at E railing, opening covered with electrical tape. Exposed electrical wires at S end of E brush block. (10/17) 16" watermain in bay 1W. Street lights on bridge, both sides. Missing cover at street light at E railing, opening covered with electrical tape. Exposed electrical wires at S end of E brush block. (10/16) Watermain in 1st bay from west. Street lights on bridge with conduits in sidewalk. (10/15) 22. Drainage Culverts (10/17) (10/16) (10/15) MISCELLANEOUS Guard Rail Other Items Item Rating Item Rating 36A. Bridge Railings 0 71. Water Adequacy N 36B. Transitions 0 72. Approach Alignment 8 36C. Approach Guardrail 0 Temporary Support 0 No Temporary Supports MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 4 of 18 36D. Approach Guardrail Ends 0 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 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 5 of 18 SUPPORTING IMAGES ZGK9 10/10/2017 Document Name: IMG_0830.JPG Document Name: IMG_0832.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: West elevation.Comments: East elevation. Document Name: PA100920.JPG Document Name: PA100936.JPG Category: Posting Category: Posting Span Number:Span Number: Comments: Load posting sign, north approach.Comments: Load posting sign, south approach. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 6 of 18 Document Name: IMG_0926.JPG Document Name: IMG_0957.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: North approach at NB lane, looking southwest.Comments: South approach looking south, east pedestrian path. Document Name: IMG_0958.JPG Document Name: IMG_0910.JPG Category: Approach Category: Railing Span Number:Span Number: 2 Comments: South approach looking south at NB lane.Comments: East railing, south half of middle span. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 7 of 18 Document Name: IMG_0914.JPG Document Name: IMG_0921.JPG Category: Railing Category: Railing Span Number: 2 Span Number: 3 Comments: East railing, north end of middle span.Comments: East railing, north end. Document Name: IMG_0953.JPG Document Name: IMG_0854.JPG Category: Railing Category: Deck Span Number: 1 Span Number: Comments: South span, looking west.Comments: Bridge looking south, west pedestrian path. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 8 of 18 Document Name: IMG_0855.JPG Document Name: IMG_0897.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: Bridge looking south at SB lane.Comments: Bridge looking north at SB lane. Document Name: IMG_0927.JPG Document Name: IMG_0931.JPG Category: Deck Category: Deck Span Number:Span Number: 3 Comments: Bridge looking south, east pedestrian path.Comments: North end of north span, looking west. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 9 of 18 Document Name: IMG_0932.JPG Document Name: IMG_0933.JPG Category: Deck Category: Deck Span Number: 3 Span Number: 3 Comments: Middle of north span, looking west.Comments: South end of north span, looking west. Document Name: IMG_0936.JPG Document Name: IMG_0937.JPG Category: Deck Category: Deck Span Number: 2 Span Number: 2 Comments: North end of middle span, looking west.Comments: Center of middle span, looking west. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 10 of 18 Document Name: IMG_0942.JPG Document Name: IMG_0963.JPG Category: Deck Category: Deck Span Number: 2 Span Number: Comments: South end of middle span, looking west.Comments: Bridge looking north at NB lane and east pedestrian path. Document Name: IMG_1022.JPG Document Name: PA100914.JPG Category: Deck Category: Deck Span Number:Span Number: Comments: Bridge looking south.Comments: East deck fascia, looking south. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 11 of 18 Document Name: PA100923.JPG Document Name: PA100932.JPG Category: Deck Category: Deck Span Number: 3 Span Number: Comments: Spall in concrete overlay in SB lane at north abutment.Comments: West deck fascia, looking north. Document Name: PA100911.JPG Document Name: PA100883.JPG Category: Superstructure Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: Typical underside of superstructure, Span 2 looking south. Comments: North pin & hanger, Beam A (1W) west face. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 12 of 18 Document Name: PA100890.JPG Document Name: PA100891.JPG Category: Pin and Hanger Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: North pin & hanger, Beam F (6W) west face.Comments: North pin & hanger, Beam G (7W) west face. Document Name: PA100893.JPG Document Name: PA100894.JPG Category: Pin and Hanger Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: North pin & hanger, Beam H (8W) west face.Comments: North pin & hanger, Beam J (9W) west face. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 13 of 18 Document Name: PA100895.JPG Document Name: PA100897.JPG Category: Pin and Hanger Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: North pin & hanger, Beam K (10W) west face.Comments: North pin & hanger, Beam L (11W) east face. Document Name: PA100906.JPG Document Name: PA100942.JPG Category: Pin and Hanger Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: North pin & hanger, Beam D (4W) east face.Comments: South pin & hanger, Beam L (11W) east face. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 14 of 18 Document Name: PA100948.JPG Document Name: PA100950.JPG Category: Pin and Hanger Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: South pin & hanger, Beam E (5W) east face.Comments: South pin & hanger, Beam C (3W) east face. Document Name: PA100952.JPG Document Name: PA100959.JPG Category: Pin and Hanger Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: South pin & hanger, Beam B (2W) east face.Comments: South pin & hanger, Beam F (6W) west face. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 15 of 18 Document Name: PA100960.JPG Document Name: PA100965.JPG Category: Pin and Hanger Category: Pin and Hanger Span Number: 2 Span Number: 2 Comments: South pin & hanger, Beams G to J (7-9W) west face.Comments: South pin & hanger, Beam K (10W) west face. Document Name: PA100882.JPG Document Name: PA100915.JPG Category: Substructure Category: Substructure Span Number: 2 Span Number: 3 Comments: Pier 1 (south pier), north face.Comments: Spall in north abutment. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 16 of 18 Document Name: PA100916.JPG Document Name: PA100933.JPG Category: Substructure Category: Substructure Span Number: 3 Span Number: 1 Comments: Pier 2 (north pier), north face.Comments: Pier 1 (south pier), south face. Document Name: PA100941.JPG Document Name: PA100969.JPG Category: Substructure Category: Substructure Span Number: 2 Span Number: 1 Comments: Pier 2 (north pier), south face.Comments: Abutment A (south abutment), west end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 17 of 18 Document Name: PA100971.JPG Document Name: PA100973.JPG Category: Substructure Category: Substructure Span Number: 1 Span Number: Comments: Abutment A (south abutment), east end.Comments: Abutment B (north abutment), east end. Document Name: PA100975.JPG Category: Substructure Span Number: 3 Comments: Abutment B (north abutment), west end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 18 of 18 Bridge History, Type, Materials 27 - Year Built 1972 106 - Year Reconstructed 202 - Year Painted 203 - Year Overlay 2002 43 - Main Span Bridge Type 3 32 44 - Appr Span Bridge Type 77 - Steel Type 4 78 - Paint Type 0 79 - Rail Type 6 80 - Post Type 2 107 - Deck Type 1 108A - Wearing Surface 1 108B - Membrane 0 108C - Deck Protection 0 Structure Dimensions 34 - Skew 0 35 - Struct Flared 0 45 - Num Main Spans 3 46 - Num Apprs Spans 0 48 - Max Span Length 76.9 49 - Structure Length 152 50A - Width Left Curb/SW 5 50B - Width Right Curb/SW .8 33 - Median 2 51 - Width Curb to Curb 46.9 52 - Width Out to Out 60.2 112 - NBIS Length Y Inspection Data 90 - Inspection Date 10/10/2017 91 - Inspection Freq 12 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 4 58A/B - Deck Surface/Bottom 4 N 59 - Superstructure Rating 4 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 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 0000003594 01 19 - Detour Length 5 20 - Toll Facility 3 26 - Functional Class 16 28A - Lanes On 2 29 - ADT 12894 30 - Year of ADT 2010 32 - Appr Roadway Width 68.9 32A/B - Ap Pvt Type/Width 5 69 42A - Service Type On 5 47L - Left Horizontal Clear 0.0 47R - Right Horizontal Clear 52.5 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 17098 115 - Year Future ADT 2021 Freeway 0 Structure Appraisal 36A - Bridge Railing 0 36B - Rail Transition 0 36C - Approach Rail 0 36D - Rail Termination 0 67 - Structure Evaluation 4 68 - Deck Geometry 9 69 - Underclearance 6 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 148 - No. of Pin & Hangers 22 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 16.7 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 31 1 76 - Length of Improvement 85 94 - Bridge Cost 1626 95 - Roadway Cost 458 96 - Total Cost 2084 97 - Year of Cost Estimate 2011 Load Rating and Posting 31 - Design Load 6 41 - Open, Posted, Closed P 63 - Fed Oper Rtg Method 1 64F - Fed Oper Rtg Load 30.2 64MA - Mich Oper Rtg Method 1 64MB - Mich Oper Rtg 33 64MC - Mich Oper Truck 5 65 - Inv Rtg Method 1 66 - Inventory Load 18.1 70 - Posting 1 141 - Posted Loading 334049 193 - Overload Class N MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1 WORK RECOMMENDATIONS ZGK9 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 12 10/10/2017 RECOMMENDATIONS & ACTION ITEMS Recommendation Type Priority Description Appr. Pavement H Patch spalls in the bridge deck and in approach pavement at abutment reference lines. Patch spalls in southbound lane at south end of bridge. Deck Patching H Patch small spalls in bituminous surface in northbound lane. Bridge Repl.H Bridge Replacement MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3956 WORK RECOMMENDATIONS Facility Latitude / Longitude MDOT Structure ID Structure Condition AURELIUS ROAD 42.7193 / -84.5223 334385000151R01 Poor Condition(4) Feature Length / Width / Spans Owner GRAND TRUNK RAILROAD 152 / 60.2 / 3 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status IN THE CITY OF LANSING 1972 / / / 2002 Lansing(17)P Posted for load(334049) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / ZGK9 N Not Over Waterway Printed on 11/21/2017 Page 1 of 1