HomeMy WebLinkAboutMDOT_RPT_STR 3929 Jolly over Sycamore Creek 2017NBI INSPECTION JT9O
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
GENERAL NOTES
Bridge under rehabilitation at time of inspection consisting of hydrodemolition and deep concrete overlay, expansion joint replacement,
approach pavement replacement, sidewalk patching, substructure patching, beam end repair and zone painting.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
5 5 9 New hydrodemolition and deep concrete overlay. (10/17)
Random transverse cracks. Center two lanes patched in 2011. Numerous addtional spalls
since deck patched. Transverse cracks in largest patch at west end. Asphalt patches along
edges of some concrete patches. Three "macadam" type patches (3'x4' & 4'x12' in WB lane,
12'x10' in EB lane) placed since 2013 inspection. (10/15)
Random transverse cracks. Center two lanes patched in 2011. Numerous addtional spalls
since deck patched. Transverse cracks in largest patch at west end. (10/13)
2. Expansion
Joints
5 5 9 New expansion joint device over pier. (10/17)
Some minor spalling adjacent to and under expansion joint. Joint partially filled with grit.
(10/15)
Some minor spalling adjacent to and under expansion joint. Joint partially filled with grit.
(10/13)
3. Other
Joints
5 5 5 Some leaching at longitudinal construction joints in 3rd bay from each fascia. Heavy leaching
at joint in 3rd bay from north over watermain. (10/17)
Minor cracking and spalling at ends of deck at approaches. Leaking at west abutment
backwall. Some leaking at longitudinal construction joints in 3rd bay from each fascia. Heavy
leaching at joint in 3rd bay from north over watermain. (10/15)
Minor cracking and spalling at ends of deck at approaches. Leaking at west abutment
backwall. Some leaking at longitudinal construction joints in 3rd bay from each fascia. Heavy
leaching at joint in 3rd bay from north over watermain. (10/13)
4. Railings 7 7 7 Concrete open parapet with one-tube rail. S rail: light map cracking throughout. N rail: heavy
map cracking throughout, small spall at end of rail at exp joint. (10/17)
Concrete open parapet with one-tube rail. S rail: light map cracking throughout. N rail: heavy
map cracking throughout, small spall at end of rail at exp joint. (10/15)
Concrete open parapet with one-tube rail. Concrete rails have light map cracking throughout.
(10/13)
5. Sidewalks
or Curbs
7 7 7 Sidewalks on both sides of bridge. Hairline cracks throughout. Map cracks along both curbs.
(10/17)
Sidewalks on both sides of bridge. Hairline cracks throughout. Map cracks along both curbs.
1' section of curb spalled at expansion joint on north side. (10/15)
Sidewalks on both sides of bridge. Hairline cracks throughout. Map cracks along both curbs.
1' section of curb spalled at expansion joint on north side. (10/13)
6. Deck
Bottom
Surface
(SIA-58B)
6 6 Leaching trans cracks 1st & 2nd bay from each fascia. Leaching at const joints in 3rd bay
from each fascia. Spalls repaired with overlay. A few scattered small, shallow spalls with no
exposed reinforcement. (10/17)
Leaching trans cracks 1st & 2nd bay from each fascia. Minor spalling near exp joint, spall to
rebar at 3rd bay from S on E side. Leaching and active leaking at const joints in 3rd bay from
each fascia. Crack and spall at N fascia at exp joint at north fascia. Spall to rebar in 6th bay
from S in W span. (10/15)
Random leaching cracks throughout. Minor spalling near expansion joint on the underside of
deck. There are construction joints with leaching and active leaking in the third bay from each
side. There is a crack and spall at north fascia at expansion joint at north fascia. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 1 of 13
7. Deck
(SIA-58)
6 6 7 Random cracks with efflorescence throughout. (10/17)
Random leaching cracks throughout. Active leaking at construction joints. (10/15)
Random leaching cracks throughout. Active leaking at construction joints. (10/13)
8. Drainage Deck drains with PVC downspouts. Drains clear and functioning. (10/17)
Deck drains with PVC downspouts. Drains clear and functioning. Bituminous wedges along
both gutterlines for drainage. (10/15)
Deck drains with PVC downspouts. Drains clear and functioning. Bituminous wedges along
both gutterlines. (10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
9. Stringer
(SIA-59)
5 5 5 Painted steel beams with cover plates. Many beams have peeling paint or spotted rust on
bottom flanges at pier. There is lateral offset/displacement of most of the webs of the beam
ends at the pier. Many diaphragms rusty over pier. Watermain pipe supports heavily corroded
and many are sagging. Several beams drilled for beam end repairs, but plates not yet in
place. (10/17)
Painted steel beams with cover plates. Many beams have peeling paint or spotted rust on
bottom flanges at pier. There is lateral offset/displacement of most of the webs of the beam
ends at the pier. Many diaphragms rusty over pier. Watermain pipe supports heavily corroded
and many are sagging. (10/15)
Painted steel beams with cover plates. Many beams have peeling paint or spotted rust on
bottom flanges at pier. There is lateral offset/displacement of most of the webs of the beam
ends at the pier. Many diaphragms rusty over pier. Watermain pipe supports heavily corroded
and many are sagging. (10/13)
10. Paint
(SIA-59A)
5 5 5 Many beams have peeling paint or spotted rust on bottom flanges at pier. Some peeling paint
and corrosion at fascia beams at backwalls. (10/17)
Many beams have peeling paint or spotted rust on bottom flanges at pier. Some peeling paint
and corrosion at fascia beams at backwalls. (10/15)
Many beams have peeling paint or spotted rust on bottom flanges at pier. Some peeling paint
and corrosion at fascia beams at backwalls. (10/13)
11. Section
Loss
1 1 1 Corrosion on bottom flanges at pier and at web at fascia beams. Painted over section loss on
webs at pier, 3rd beam from each fascia. (10/17)
Corrosion on bottom flanges at pier and at web at fascia beams. Painted over section loss on
webs at pier, 3rd beam from each fascia. (10/15)
Corrosion on bottom flanges at pier and at web at fascia beams. (10/13)
12. Bearings 6 6 6 Rocker bearings at pier have peeling paint and moderate corrosion. Most of the rockers are
tilted inward except at fascias. At west abutment, 3rd to 6th bearings from south have
moderate to heavy corrosion. Light rust typical at east abutment. (10/17)
Rocker bearings at pier have peeling paint and moderate corrosion. Most of the rockers are
tilted inward except at fascias. At west abutment, 3rd to 6th bearings from south have
moderate to heavy corrosion. Light rust typical at east abutment. (10/15)
Rocker bearings at pier have peeling paint and moderate corrosion. Most of the rockers are
tilted inward except at fascias. At west abutment, 3rd to 6th bearings from south have
moderate to heavy corrosion. Light rust typical at east abutment. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
7 7 7 Cracks epoxy injected and spalls repaired. (10/17)
Scattered vertical hairline cracks. East abutment: Three spalled areas, spalls and incipient
spalls at backwalls at six middle beams. Concrete storm sewer pipe at northeast wingwall,
channel scoured under pipe and footing exposed. West abutment: Leakage at backwall,
incipient spalls at backwall at some beams. (10/15)
Scattered vertical hairline cracks. East abutment: Three spalled areas, spalls and incipient
spalls at backwalls at six middle beams. Concrete storm sewer pipe at northeast wingwall,
channel scoured under pipe and footing exposed. West abutment: Leakage at backwall,
incipient spalls at backwall at some beams. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 2 of 13
14. Piers
(SIA-60)
6 6 7 Cracks epoxy injected and spalls repaired. (10/17)
Cracks and spalls at center construction joint and at construction joints where piers were
extended for bridge widening (adjacent to third beam from each fascia). (10/15)
Cracks and spalls at center construction joint and at construction joints where piers were
extended for bridge widening (adjacent to third beam from each fascia). (10/13)
15. Slope
Protection
4 4 N Rating N/A for bridges over water. No slope paving, random blocks of broken concrete on
slopes. (10/17)
No slope paving, random blocks of broken concrete on slopes. Erosion under storm sewer at
north end of east abutment. (10/15)
No slope paving, random blocks of broken concrete on slopes. Erosion under storm sewer at
north end of east abutment. (10/13)
16. Channel
(SIA-61)
6 6 6 Channel under west bridge span is partially filled with sand and trees are growing on both
sides of the structure. (10/17)
Channel under west bridge span is partially filled with sand and trees are growing on both
sides of the structure. (10/15)
Channel under west bridge span is partially filled with sand and trees are growing on both
sides of the structure. (10/13)
17. Scour
Inspection
5 8 New rip rap at north end of east abutment where 30" storm sewer penetrates abutment wall at
slope wall. Top of footing exposed. New rip rap around pier. (10/17)
11ft of east abutment exposed at north end where 30" storm sewer penetrates abutment wall
at slope wall. Scour hole in front of 30" storm sewer. Bottom of hole is about 19" below
bottom of footing. No scour on remainder of substructures. (10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
7 7 9 New reinforcement concrete approach pavement each end of bridge. (10/17)
New bituminous pavement in 2011. Curb and gutter not replaced and settled at bridge.
Cracking along lane lines. Some transverse cracking at west end. Asphalt patches in
eastbound lanes at both ends of bridge. (10/15)
New bituminous pavement in 2011. Curb and gutter not replaced and settled at bridge. Some
minor cracking in west approach pavement. (10/13)
19. Approach
Shoulders
Sidewalks
4 4 9 New approach sidewalk on both ends of north side. No approach sidewalk on south side.
(10/17)
Approach sidewalk south side only. Sidewalk settled 2" on west side and 1" on east side.
Scaling on surface of sidewalks. Grass growing between sidewalks and back of curbs.
(10/15)
Approach sidewalk south side only. Sidewalk settled 2" on west side and 1" on east side.
Scalilng on surface of sidewalks. Grass growing between sidewalks and back of curbs.
(10/13)
20. Approach
Slopes
Heavily vegetated. (10/17)
Heavily vegetated. (10/15)
Heavily vegetated. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 3 of 13
21. Utilities 12" watermain at 3rd bay from north, construction joint leaking overhead and there are areas
of heavy rust. Watermain supports heavily corroded and many are sagging. Six conduits
suspended from south fascia, two hangers at W end broken but still functioning. Nine
conduits at 2nd bay from south. One conduit sagging, held up over pier by 2x4 timbers. 30"
concrete storm sewer pipe penetration at northeast wingwall. (10/17)
12" watermain at 3rd bay from north, construction joint leaking overhead and there are areas
of heavy rust. Watermain supports heavily corroded and many are sagging. Six conduits
suspended from south fascia, two hangers at W end broken but still functioning. Nine
conduits at 2nd bay from south. One conduit sagging, draped over pier. 30" concrete storm
sewer pipe at northeast wingwall, scour hole under pipe and abutment footing exposed.
(10/15)
12" watermain at 3rd bay from north, construction joint leaking overhead and there are areas
of heavy rust. Watermain supports heavily corroded and many are sagging. Six conduits
suspended from south fascia. Two hangers broken but still functioning. Nine conduits at 2nd
bay from south. One conduit sagging, draped over pier. Concrete storm sewer pipe at
northeast wingwall, scour hole under pipe and abutment footing exposed. (10/13)
22. Drainage
Culverts
(10/17)
(10/15)
(10/13)
MISCELLANEOUS
Guard Rail Other Items
Item Rating Item Rating
36A. Bridge Railings 1 71. Water Adequacy 8
36B. Transitions 1 72. Approach Alignment 8
36C. Approach Guardrail 1 Temporary Support 0 No Temporary Supports
36D. Approach Guardrail Ends 1 High Load Hit (M)No
Special Insp. Equipment 2
Underwater Insp. Method 1
False Decking (Timber) Removed to Complete Inspection N/A - No False Decking
Critical Feature Inspections (SIA-92)
Freq Date
92A. Fracture Critical
92B. Underwater
92C. Other Special
92D. Fatigue Sensitive
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 4 of 13
SUPPORTING IMAGES JT9O 10/12/2017
Document Name: IMG_1621.JPG Document Name: IMG_1624.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: North elevation.Comments: North elevation and north end of pier.
Document Name: IMG_1679.JPG Document Name: IMG_1656.JPG
Category: Elevation Category: Approach
Span Number:Span Number:
Comments: South elevation.Comments: East approach at EB lanes looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 5 of 13
Document Name: IMG_1678.JPG Document Name: PA120154.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: West approach at EB lanes looking east.Comments: West approach, WB lanes.
Document Name: IMG_1604.JPG Document Name: IMG_1615.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number: 1
Comments: Underside of deck over watermain, 2nd bay from north.Comments: Deck at expansion joint looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 6 of 13
Document Name: IMG_1617.JPG Document Name: IMG_1618.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number: 2
Comments: Deck at WB lanes and south railing looking south.Comments: New deck surface. East end of deck at WB lanes
looking east.
Document Name: IMG_1667.JPG Document Name: IMG_1668.JPG
Category: Deck Category: Deck
Span Number: 2 Span Number: 2
Comments: Deck at east end looking south.Comments: New deck surface. Deck at east end, looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 7 of 13
Document Name: PA120153.JPG Document Name: PA120155.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number:
Comments: new deck surface. Deck at west end at WB lanes,
looking east.
Comments: New bridge deck, WB lanes looking east.
Document Name: IMG_1598.JPG Document Name: IMG_1640.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 2
Comments: Plywood forms on bottom of deck, second bay from
south.
Comments: East span, second bay from south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 8 of 13
Document Name: PA120145.JPG Document Name: PA120146.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: West span looking west. Watermain and corroded pipe
supports in second bay from north.
Comments: West span looking east. Watermain and corroded pipe
supports in second bay from north.
Document Name: PA120173.JPG Document Name: IMG_1575.JPG
Category: Superstructure Category: Substructure
Span Number: 2 Span Number: 1
Comments: East span looking west. Watermain and corroded pipe
supports in second bay from north and false decking.
Comments: West abutment. North half looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 9 of 13
Document Name: IMG_1577.JPG Document Name: IMG_1581.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 1
Comments: West abutment. Northwest wingwall and slopewall.Comments: Wes abutment. South half looking south.
Document Name: IMG_1591.JPG Document Name: IMG_1625.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 2
Comments: West face of pier at south end.Comments: Pipe penetration and rip rap at southeast wingwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 10 of 13
Document Name: IMG_1627.JPG Document Name: IMG_1631.JPG
Category: Substructure Category: Substructure
Span Number: 2 Span Number: 2
Comments: East abutment. North half looking south.Comments: East abutment. South half looking south.
Document Name: IMG_1643.JPG Document Name: PA120137.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 1
Comments: East abutment at south end.Comments: West face of pier at south end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 11 of 13
Document Name: PA120138.JPG Document Name: PA120141.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 1
Comments: West face of pier at midlength.Comments: West face of pier, south half.
Document Name: PA120159.JPG Document Name: PA120167.JPG
Category: Substructure Category: Substructure
Span Number: 2 Span Number: 2
Comments: East abutment, NE wingwall and pipe penetration with
new rip rap.
Comments: East face of pier, south half.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 12 of 13
Document Name: IMG_1614.JPG Document Name: IMG_1593.JPG
Category: Channel Category: Other
Span Number:Span Number:
Comments: Channel looking north (downstream).Comments: Conduits on south bridge fascia.
Document Name: IMG_1646.JPG Document Name: PA120140.JPG
Category: Other Category: Other
Span Number: 2 Span Number: 1
Comments: Spalling at conduit penetration at east backwall.Comments: Hanging conduit supported by timbers, west span
second bay from south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 13 of 13
Bridge History, Type, Materials
27 - Year Built 1992
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay 2017
43 - Main Span Bridge Type 3 32
44 - Appr Span Bridge Type
77 - Steel Type 2
78 - Paint Type 9
79 - Rail Type 6
80 - Post Type 0
107 - Deck Type 1
108A - Wearing Surface 3
108B - Membrane 0
108C - Deck Protection 0
Structure Dimensions
34 - Skew 45
35 - Struct Flared 0
45 - Num Main Spans 2
46 - Num Apprs Spans 0
48 - Max Span Length 68.8
49 - Structure Length 142
50A - Width Left Curb/SW 6
50B - Width Right Curb/SW 6
33 - Median 0
51 - Width Curb to Curb 49
52 - Width Out to Out 63.3
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 1
58 - Deck Rating 7
58A/B - Deck Surface/Bottom 9 6
59 - Superstructure Rating 5
59A - Paint Rating 5
60 - Substructure Rating 7
61 - Channel Rating 6
62 - Culvert Rating N
Navigation Data
38 - Navigation Control 0
39 - Vertical Clearance 0
40 - Horizontal Clearance 0
111 - Pier Protection
116 - Lift Brdg Vert Clear 0
Route Carried By Structure(ON Record)
5A - Record Type 1
5B - Route Signing 5
5C - Level of Service 1
5D - Route Number 02003
5E - Direction Suffix 0
10L - Best 3m Unclr-Lt 0 0
10R - Best 3m Unclr-Rt 99 99
PR Number
Control Section
11 - Mile Point 0
12 - Base Highway Network 1
13 - LRS Route-Subroute 0000003362 05
19 - Detour Length 2
20 - Toll Facility 3
26 - Functional Class 14
28A - Lanes On 4
29 - ADT 15500
30 - Year of ADT 2015
32 - Appr Roadway Width 48
32A/B - Ap Pvt Type/Width 4 44
42A - Service Type On 1
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 48.0
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 3
110 - Truck Network 0
114 - Future ADT 17825
115 - Year Future ADT 2035
Freeway 0
Structure Appraisal
36A - Bridge Railing 1
36B - Rail Transition 1
36C - Approach Rail 1
36D - Rail Termination 1
67 - Structure Evaluation 5
68 - Deck Geometry 2
69 - Underclearance N
71 - Waterway Adequacy 8
72 - Approach Alignment 8
103 - Temporary Structure
113 - Scour Criticality 7
Miscellaneous
37 - Historical Significance 5
98A - Border Bridge State
98B - Border Bridge %
101 - Parallel Structure N
EPA ID
Stay in Place Forms 0
143 - Pin & Hanger Code 0
148 - No. of Pin & Hangers 0
Route Under Structure (UNDER Record)
5A - Record Type
5B - Route Signing
5C - Level of Service
5D - Route Number
5E - Direction Suffix
10L - Best 3m Unclr-Lt
10R - Best 3m Unclr-Rt
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network
13 - LRS Route-Subroute
19 - Detour Length
20 - Toll Facility
26 - Functional Class
28B - Lanes Under
29 - ADT
30 - Year of ADT
42B - Service Type Under 5
47L - Left Horizontal Clear
47R - Right Horizontal Clear
54A - Left Feature
54B - Left Underclearance 99 99
54C - Right Feature
54D - Right Clearance 99 99
Under Clearance Year 0
55A - Reference Feature N
55B - Right Horiz Clearance 99.9
56 - Left Horiz Clearance 0
100 - STRAHNET
102 - Traffic Direct
109 - Truck %
110 - Truck Network
114 - Future ADT
115 - Year Future ADT
Freeway
Proposed Improvements
75 - Type of Work
76 - Length of Improvement
94 - Bridge Cost
95 - Roadway Cost
96 - Total Cost
97 - Year of Cost Estimate
Load Rating and Posting
31 - Design Load 5
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 6
64F - Fed Oper Rtg Load 2.06
64MA - Mich Oper Rtg Method 6
64MB - Mich Oper Rtg 1.2
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 6
66 - Inventory Load 1.23
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
NBI INSPECTION JT9O
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
AASHTO ELEMENTS (English Units)
Element Element Total Unit Good Fair Poor Severe
Number Name Quantity CS1 CS2 CS3 CS4
Decks/Slabs
800 Conc Deck - Black Bars 8946 sq.ft 7046 1900 0 0
79%21%0%0%
New deep overlay. Underside has transverse cracks with efflorescence in 1st & 2nd bay from each fascia, efflorescence at construction
joints in 3rd bay from each fascia and in middle bay and a few scattered small, shallow spalls.
810 Conc Deck - Top Surface 8946 sq.ft 8946 0 0 0
100%0%0%0%
New deep concrete overlay (2017)
811 Conc Deck - Btm Surface 8946 sq.ft 7046 1900 0 0
79%21%0%0%
Spalls on underside of deck repaired with hydrodemolition/deep overlay and expansion joint replacement (2017). A few scattered small,
shallow spalls with no exposed reinforcement. Transverse cracks with efflorescence in 1st & 2nd bay from each fascia. Efflorescence at
construction joints in 3rd bay from each fascia and in middle bay.
812 Reinf Conc Fascia 284 ft 234 50 0 0
82%18%0%0%
Hairline cracks on deck fascia. Spalls at expansion joint device repaired (2017).
Joints
300 Strip Seal Exp Joint 90 ft 90 0 0 0
100%0%0%0%
New strip seal expansion joint over pier (2017).
301 Pourable Joint Seal 125 ft 125 0 0 0
100%0%0%0%
New joint seal at approach pavement (2017).
Superstructure
107 Steel Girder / Beam 1420 ft 414 990 16 0
29%70%1%0%
515 Steel Protective Coating 13283 sq.ft 12423 110 750 0
94%1%6%0%
826 Beam End Deterioration 6 (EA)0 0 6 0
0%0%100%0%
Bearings
311 Movable Bearing 20 each 0 4 16 0
0%20%80%0%
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 SAFETY INSPECTION REPORT - AASHTO ELEMENTS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Printed on 11/21/2017 Page 1 of 2
313 Fixed Bearing 20 each 0 20 0 0
0%100%0%0%
Substructure
210 Reinf Conc Pier Wall 89 ft 89 0 0 0
100%0%0%0%
Spalls patched and cracks epoxy injected (2017).
215 Reinf Conc Abutment 233 ft 233 0 0 0
100%0%0%0%
Spalls patched and cracks epoxy injected (2017).
220 Reinf Conc Pile Cap/Ftg 11 ft 0 11 0 0
0%100%0%0%
Top of east abutment footing exposed at north end at storm sewer pipe. Scour hole under pipe filled with rip rap up to top of footing
(2017).
Other Elements
321 Reinf Conc Approach Slab 5600 sq.ft 5600 0 0 0
100%0%0%0%
New reinforced concrete approach slabs (2017).
331 Conc Bridge Railing 284 ft 0 157 127 0
0%55%45%0%
South rail: light map cracking throughout. North rail: heavy map cracking throughout.
840 Reinf Conc Sidewalk 1704 sq.ft 804 900 0 0
47%53%0%0%
Hairline cracks throughout. Map cracks along both curbs.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 SAFETY INSPECTION REPORT - AASHTO ELEMENTS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Printed on 11/21/2017 Page 2 of 2
WORK RECOMMENDATIONS JT9O
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Brush Cut L Remove trees adjacent to bridge.
Railing Repair L Retrofit concrete parapet railing to meet current AASHTO standards.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3929 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
JOLLY ROAD 42.683 / -84.5216 334385000010B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 142 / 63.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1992 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/12/2017 / JT9O 7 Countermeasures
Printed on 11/21/2017 Page 1 of 1