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