HomeMy WebLinkAboutMDOT_RPT_STR 3928 Wexford Walkover over Jolly 2017NBI INSPECTION IL18
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/13/2017
GENERAL NOTES
The walkover consists of one main truss span and four approach stair spans (two south and two north).
16'-6" underclearance posted on both east and west faces.
Frequency Justification Comments (required when Poor Condition and frequency is equal to 24 months)
Structure is a pedestrian bridge that is accessed by stairs. It has a low volume of use and cannot be subjected to a motorized loading.
The walking surfaces are grating and salt or other deicing chemicals are not used. Therefore, the rate of corrosion is slow. The member
that has loss of section is on the bottom chord of a truss and is subject to tension forces only.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 6 Expanded steel deck planks. Corrosion on top of some planks, mainly at stair treads.
Corrosion of the stair riser filler plates at the lower stair treads. (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 7 7 7 Pedestrian fencing both sides with handrail. North Stairs: Heavy corrosion at bottom fence
post at south stringer and second fence post from bottom at north stringer. Some wire ties are
missing at the bottom of the fencing. Hole in the fencing on east side of main truss. The
underclearance sign on the east side over the westbound lanes is loose. (10/17)
North Stairs: Heavy corrosion at bottom fence post at south stringer and second fence post
from bottom at north stringer. Some wire ties are missing at the bottom of the fencing. The
underclearance sign on the east side over the westbound lanes is loose. (10/15)
North Stairs: Heavy corrosion at bottom fence post at south stringer and second fence post
from bottom at north stringer. Some wire ties are missing at the bottom of the fencing. The
underclearance sign on the east side over the westbound lanes is loose. (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. Some light rust (10/17)
(10/15)
(10/13)
7. Deck
(SIA-58)
6 6 6 Expanded steel deck planks. Corrosion on top of some planks, mainly at stair treads.
Corrosion of the stair riser filler plates at the lower stair treads. (10/17)
Expanded steel deck planks. There is corrosion of the stair riser filler plates at the lower stair
treads. At east stair, eleventh tread from bottom is bent. (10/15)
Expanded steel deck planks. There is corrosion of the stair riser filler plates at the lower stair
treads. At east stair, eleventh tread from bottom is bent. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 11
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
9. Stringer
(SIA-59)
4 4 4 Painted steel through truss. Holes in bottom of east main span bottom chord at 4th & 5th
panels from south (over WB lane). Holes in bottom of first bottom diagonal brace from the
north. Holes in bottom of both north stair stringers. At the north intermediate platform, there
are holes in the east beam and the west beam was repaired with a plate. (10/17)
Painted steel truss. Holes in bottom of east main span bottom chord over westbound lanes.
Holes in bottom of first bottom diagonal brace from the north. Holes in bottom of both north
stair stringers. At the north intermediate platform, there are holes in the east beam and the
west beam was repaired with a plate. (10/15)
Painted steel truss. Holes in bottom of east main span bottom chord over westbound lanes.
Holes in bottom of first bottom diagonal brace from the north. Holes in bottom of both north
stair stringers. At the north intermediate platform, there are holes in the east beam and the
west beam was repaired with a plate. (10/13)
10. Paint
(SIA-59A)
6 6 6 The main span has scattered rust on the bottom chord members and cross bracing. There is
rust at the truss top chord connection plates. There is some chipping paint on the column
base plates and bottom of north stair stringers. (10/17)
The main span has scattered rust on the bottom chord members and cross bracing. There is
rust at the truss top chord connection plates. There is some chipping paint on the column
base plates and bottom of north stair stringers. (10/15)
The main span has scattered rust on the bottom chord members and cross bracing. There is
rust at the truss top chord connection plates. There is some chipping paint on the column
base plates and bottom of north stair stringers. (10/13)
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 4 4 4 All of the main span support column base plates are warped. At the north stair, the north
stringer base plate is mostly rusted away. (10/17)
All of the main span support column base plates are warped. At the north stair, the north
stringer base plate has half rusted away. (10/15)
All of the main span support column base plates are warped. At the north stair, the north
stringer base plate is half rusted away. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
5 5 5 The curb at the bottom of the north stair is spalled under the north stringer and is providing
little support. (10/17)
The curb at the bottom of the north stair is spalled under the north stringer and is providing
little support. The stair foundation pedestals have some minor cracking or scaling. (10/15)
The curb at the bottom of the north stair is spalled under the north stringer. The stair
foundation pedestals have some minor cracking or scaling. (10/13)
14. Piers
(SIA-60)
N N N Steel tube columns on concrete foundation pedestals. The stair foundation pedestals have
some minor cracking or scaling. (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)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 11
17. Scour
Inspection
N N (10/17)
(10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
N N 6 Concrete sidewalks. Some scaling at north stair. (10/17)
(10/15)
(10/13)
19. Approach
Shoulders
Sidewalks
7 7 N (10/17)
(10/15)
Some minor cracking of sidewalk slabs at stairs. (10/13)
20. Approach
Slopes
New guardrail on both north and south sides of Jolly. (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 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 11
SUPPORTING IMAGES IL18 10/13/2017
Document Name: 817.JPG Document Name: 904.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: East elevation Comments: West elevation.
Document Name: 835.JPG Document Name: 837.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Base of north stairs, looking north.Comments: North stair. Bottom outside of south stringer.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 11
Document Name: 839.JPG Document Name: 857.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stair. Bottom inside of south stringer.Comments: North stair intermediate platform, outside face of east
beam.
Document Name: 868.JPG Document Name: 869.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stair intermediate platform, inside face of east
beam.
Comments: North stair intermediate platform, north end of east
beam.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 11
Document Name: 873.JPG Document Name: 877.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, looking south.Comments: Main truss span, hole in fence on east side.
Document Name: PA130101.JPG Document Name: PA130110.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: South stair, looking southwest.Comments: North stair. South stringer looking northwest.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 11
Document Name: PA130115.JPG Document Name: PA130119.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stairs, bottom of north stringer.Comments: North stair. Corroded connection of lower stair run to
intermediate platform.
Document Name: PA130132.JPG Document Name: PA130146.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stairs, looking east.Comments: Main truss span. Corrosion and rust holes at southwest
end of second diagonal bottom brace from north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 11
Document Name: PA130148.JPG Document Name: PA130150.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, east bottom chord, north end of fourth
panel bay from south.
Comments: Main truss span, east bottom chord, middle of fourth
panel bay from south.
Document Name: PA130152.JPG Document Name: PA130153.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, east bottom chord, third panel bay
from south.
Comments: Main truss span, east bottom chord, north end of fourth
panel bay from south at panel point.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 11
Document Name: 838.JPG Document Name: 849.JPG
Category: Bearings Category: Bearings
Span Number:Span Number:
Comments: North stair. South stringer, looking east.Comments: North stairs, bearing at north stringer.
Document Name: 823.JPG Document Name: 830.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Main truss span north support pedestals, looking
southwest.
Comments: Main truss span north support pedestals, looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 11
Document Name: 852.JPG Document Name: 893.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Foundation at base of north stairs, looking west.Comments: Main truss span south support pedestals, looking west.
Document Name: PA130102.JPG Document Name: PA130104.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South support pedestals, looking southwest.Comments: Foundation pedestal at north stairs, looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 10 of 11
Document Name: PA130121.JPG
Category: Substructure
Span Number:
Comments: North foundation pedestals, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 11 of 11
Bridge History, Type, Materials
27 - Year Built 1968
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 50.9
49 - Structure Length 50.9
50A - Width Left Curb/SW 0
50B - Width Right Curb/SW 5.9
33 - Median 0
51 - Width Curb to Curb
52 - Width Out to Out 6.9
112 - NBIS Length Y
Inspection Data
90 - Inspection Date 10/13/2017
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 4
59A - Paint Rating 6
60 - Substructure Rating 5
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 3
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 16 6
10R - Best 3m Unclr-Rt 16 6
PR Number
Control Section
11 - Mile Point 0
12 - Base Highway Network 1
13 - LRS Route-Subroute 0000003362 05
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 14
28B - Lanes Under 4
29 - ADT 8050
30 - Year of ADT 0
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 49.21
54A - Left Feature H
54B - Left Underclearance 16 6
54C - Right Feature H
54D - Right Clearance 16 6
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 1.3
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 3928 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS IL18
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/13/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Railing Repair M Replace missing wire ties for fencing. Repair hole in pedestrian
fencing on east side of the main truss.
Super Repair H Perform welded repairs at:
- Bottom of main truss span east bottom chord.
- First diagonal bottom cross brace from north.
- Both stringers at bottom of north stairs.
- East beam at north intermediate stair platform.
Substr Repair M Patch concrete foundation at base of north stairs.
Other M Replace westbound underclearance sign hardware.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3928 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WEXFORD WALKOVER 42.6831 / -84.5976 334385000006P01 Poor Condition(4)
Feature Length / Width / Spans Owner
JOLLY ROAD 50.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3500 WEST JOLLY ROAD 1968 / / /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
10/13/2017 / IL18 N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1