HomeMy WebLinkAboutMDOT_RPT_STR 3946 Willow Walkover over N MLK Jr 2017NBI INSPECTION 98QI
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
GENERAL NOTES
The walkover consists of one main truss span and five approach stair spans (two west and three east).
15'-5" underclearance posted on both north and south faces.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 6 Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair
platform, pack rust between plank support tube and west beam. (10/17)
Expanded steel deck planks. (10/15)
Expanded steel deck planks. (10/13)
2. Expansion
Joints
N N N (10/17)
(10/15)
(10/13)
3. Other
Joints
N N N (10/17)
(10/15)
(10/13)
4. Railings 6 6 6 Pedestrian fencing each side with handrails. Newer fence and railing on E side of E stair. Top
fence rail on W side of E stair newer and warped. At N side of E intermediate platform: top
tube missing at fencing, some fencing loose at bottom. (10/17)
Newer fence and railing on E side of E stair. Top fence rail on W side of E stair newer and
warped. At N side of E intermediate platform: top tube missing at fencing, some fencing loose
at bottom. (10/15)
Newer fence and railing on east side of east stair. Top tube missing at fencing at north side of
east intermediate platform. Some fencing is loose at the bottom. (10/13)
5. Sidewalks
or Curbs
N N N (10/17)
(10/15)
(10/13)
6. Deck
Bottom
Surface
(SIA-58B)
N N 6 Expanded steel deck planks. (10/17)
(10/15)
(10/13)
7. Deck
(SIA-58)
6 6 6 Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair
platform, pack rust between plank support tube and west beam. (10/17)
Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair
platform, pack rust between plank support tube and west beam. (10/15)
Expanded steel deck planks. Some light rust on top of planks. At east intermediate stair
platform, pack rust between plank support tube and west beam. (10/13)
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 11
9. Stringer
(SIA-59)
5 5 5 Painted steel through truss. At main span, the 1st diagonal bottom brace from E rusted thru at
NE end. 1st bottom diagonal brace from W rusted thru at SW end. 2nd top diagonal brace
from W has rust hole at NW end. At E intermediate stair platform, W beam has rust holes in
web, pack rust is bending web. (10/17)
Painted steel truss. At main span, the 1st diagonal bottom brace from E rusted thru at NE
end. 1st bottom diagonal brace from W rusted thru at SW end. 2nd top diagonal brace from W
has rust hole at NW end. At E intermediate stair platform, W beam has rust holes in web,
pack rust is bending web. At W main span supports, rust hole in bottom S side of SW column.
SW and NW columns have previous welded repair plates. (10/15)
Painted steel truss. At main span, the first diagonal bottom brace from E is rusted thru at NE
end. First bottom diagonal brace from W is rusted through at SW end. Second top diagonal
brace from W has rust hole at NW end. At east intermediate stair platform, W beam has rust
holes in web, pack rust is bending web. At west main span supports, rust hole in bottom S
side of SW column. SW and NW columns have previous welded repair plates. (10/13)
10. Paint
(SIA-59A)
5 5 5 Scattered peeling paint throughout. Rust on stair treads and deck planks. (10/17)
Scattered peeling paint throughout. Rust on stair treads and deck planks. (10/15)
Peeling paint on east stairs. Rust on stair treads and deck planks. (10/13)
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 5 5 5 Many of the column base plates are warped. Pack rust under NW & SW base plates at W
support columns. No base plates or anchor bolts at bottom of W stair stringers, bottom fence
posts appear cast into the concrete. (10/17)
Many of the column base plates are warped. Pack rust under NW & SW base plates at W
support columns. No base plates or anchor bolts at bottom of W stair stringers, bottom fence
posts appear cast into the concrete. (10/15)
Many of the column base plates are warped. Pack rust under under NW and SW base plates
at west support columns. No base plates or anchor bolts at bottom of west stair stringers.
(10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
7 7 6 Stair stringers on concrete foundations. Small spalls under both stringers at west stair.
(10/17)
At E main span supports: chips off of the corners of the concrete pedestals. (10/15)
At east main span supports, there are chips off of the corners of the concrete pedestal.
(10/13)
14. Piers
(SIA-60)
N N N Steel tube columns on concrete foundation pedestals. At W main span supports, rust hole in
bottom S side of SW column. SW and NW columns have previous welded repair plates. At E
main span supports: chips off of the corners of the concrete pedestals. (10/17)
(10/15)
(10/13)
15. Slope
Protection
N N N (10/17)
(10/15)
(10/13)
16. Channel
(SIA-61)
N N N (10/17)
(10/15)
(10/13)
17. Scour
Inspection
N N (10/17)
(10/15)
(10/13)
APPROACH
10/13 10/15 10/17
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 11
18. Approach
Pavement
N N 6 Concrete sidewalk at west stair. Asphalt paving at east stair with some cracking and weeds.
(10/17)
(10/15)
(10/13)
19. Approach
Shoulders
Sidewalks
6 6 N (10/17)
Asphalt paving at east stair with some cracking and weeds. (10/15)
Asphalt paving at east stair with some cracking and weeds. (10/13)
20. Approach
Slopes
Guardrail in front on east main span foundation pedestals only. (10/17)
(10/15)
(10/13)
21. Utilities (10/17)
(10/15)
(10/13)
22. Drainage
Culverts
(10/17)
(10/15)
(10/13)
MISCELLANEOUS
Guard Rail Other Items
Item Rating Item Rating
36A. Bridge Railings N 71. Water Adequacy N
36B. Transitions N 72. Approach Alignment N
36C. Approach Guardrail N Temporary Support 0 No Temporary Supports
36D. Approach Guardrail Ends N 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 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 11
SUPPORTING IMAGES 98QI 10/12/2017
Document Name: IMG_1789.JPG Document Name: IMG_1852.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: South elevation.Comments: North elevation.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 11
Document Name: PA120248.JPG Document Name: IMG_1810.JPG
Category: Approach Category: Superstructure
Span Number:Span Number:
Comments: Bottom of east stairs.Comments: Main truss span, looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 11
Document Name: IMG_1826.JPG Document Name: IMG_1829.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, looking west.Comments: East stair bottom run, looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 11
Document Name: PA120231.JPG Document Name: PA120242.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: West stairs looking east.Comments: Underside of main truss span looking east.
Document Name: PA120243.JPG Document Name: PA120244.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, rust hole at 2nd top diagonal from
west.
Comments: East intermediate stair landing. Loose fencing on north
side.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 11
Document Name: PA120245.JPG Document Name: PA120255.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: East intermediate stair landing looking southeast.Comments: East intermediate stair landing. Rust holes on west
beam.
Document Name: PA120258.JPG Document Name: PA120260.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: East intermediate stair landing. Rust holes on inside of
west beam.
Comments: Main truss span. First bottom diagonal brace from west
rusted through at southwest end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 11
Document Name: PA120261.JPG Document Name: PA120262.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span. First diagonal bottom brace from west,
rusted through at northeast end.
Comments: Main truss span. First diagonal bottom brace from east
with rust hole in middle.
Document Name: PA120263.JPG Document Name: IMG_1797.JPG
Category: Superstructure Category: Bearings
Span Number:Span Number:
Comments: First diagonal bottom brace from east, rusted through at
northeast end.
Comments: Main truss span west support. North diagonal at south
side.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 11
Document Name: PA120233.JPG Document Name: PA120236.JPG
Category: Bearings Category: Bearings
Span Number:Span Number:
Comments: Main truss span west support. South diagonal at south
side.
Comments: Main truss span west support. North diagonal at north
side.
Document Name: PA120230.JPG Document Name: PA120232.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Foundation pad at west stairs.Comments: West foundation pedestals, looking northeast.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 10 of 11
Document Name: PA120241.JPG Document Name: PA120250.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: West foundation pedestals, looking south.Comments: East stair foundation pedestals, looking north.
Document Name: PA120257.JPG
Category: Substructure
Span Number:
Comments: East main truss span foundation pedestals, looking
west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 11 of 11
Bridge History, Type, Materials
27 - Year Built 1966
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 3 10
44 - Appr Span Bridge Type _
77 - Steel Type 0
78 - Paint Type 0
79 - Rail Type _
80 - Post Type _
107 - Deck Type 3
108A - Wearing Surface 9
108B - Membrane 0
108C - Deck Protection 0
Structure Dimensions
34 - Skew 0
35 - Struct Flared 0
45 - Num Main Spans 1
46 - Num Apprs Spans 0
48 - Max Span Length 71.9
49 - Structure Length 71.9
50A - Width Left Curb/SW 0
50B - Width Right Curb/SW 5.6
33 - Median 0
51 - Width Curb to Curb
52 - Width Out to Out 6.2
112 - NBIS Length Y
Inspection Data
90 - Inspection Date 10/12/2017
91 - Inspection Freq 24
92A - Frac Crit Req/Freq N
93A - Frac Crit Insp Date
92B - Und Water Req/Freq N
93B - Und Water Insp Date
92C - Oth Spec Insp Req/Freq N
93C - Oth Spec Insp Date
92D - Fatigue Req/Freq N
93D - Fatigue Insp Date
176A - Und Water Insp Method 0
58 - Deck Rating 6
58A/B - Deck Surface/Bottom 6 6
59 - Superstructure Rating 5
59A - Paint Rating 5
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
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
28A - Lanes On
29 - ADT
30 - Year of ADT
32 - Appr Roadway Width
32A/B - Ap Pvt Type/Width
42A - Service Type On 3
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 0
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET
102 - Traffic Direct
109 - Truck %
110 - Truck Network
114 - Future ADT
115 - Year Future ADT
Freeway
Structure Appraisal
36A - Bridge Railing N
36B - Rail Transition N
36C - Approach Rail N
36D - Rail Termination N
67 - Structure Evaluation N
68 - Deck Geometry N
69 - Underclearance 4
71 - Waterway Adequacy N
72 - Approach Alignment N
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
143 - Pin & Hanger Code
148 - No. of Pin & Hangers
Route Under Structure (UNDER Record)
5A - Record Type 2
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 15 8
PR Number
Control Section
11 - Mile Point 0
12 - Base Highway Network 1
13 - LRS Route-Subroute 0000003523 03
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 14
28B - Lanes Under 5
29 - ADT 13613
30 - Year of ADT 0
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 70.21
54A - Left Feature H
54B - Left Underclearance 0 0
54C - Right Feature H
54D - Right Clearance 15 6
Under Clearance Year 2013
55A - Reference Feature H
55B - Right Horiz Clearance 8.9
56 - Left Horiz Clearance 0
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 0
110 - Truck Network 0
114 - Future ADT 999999
115 - Year Future ADT 0
Freeway 0
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 7
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 2
64F - Fed Oper Rtg Load 0
64MA - Mich Oper Rtg Method
64MB - Mich Oper Rtg 0
64MC - Mich Oper Truck
65 - Inv Rtg Method 2
66 - Inventory Load 0
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS 98QI
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Railing Repair M Install new top fence rail at north side of east intermediate stair
platform. Reattach loose fencing.
Super Repair H Perform welded repairs to:
- Main span diagonal braces, both top and bottom.
- West support columns.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3946 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WILLOW ST WALKOVER 42.7486 / -84.5675 334385000109P02 Fair Condition(5)
Feature Length / Width / Spans Owner
N MARTIN LUTHER KING JR 71.9 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 NORTH LOGAN 1966 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 10 Truss- Thru and
Pony
10/12/2017 / 98QI N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1