HomeMy WebLinkAboutMDOT_RPT_STR 3957 Harley Franks Sch Walkover over Wise 2017NBI INSPECTION FXCA
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 west and two east).
15'-6" underclearance posted on both north and south faces.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 7 Alumninum deck planks. (10/17)
Alumninum deck planks. (10/15)
Alumninum 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 6 Pedestrian fencing each side with handrail. Wire ties missing at many locations along bottom
of fencing. Small sections of fence missing between main span and stairs. (10/17)
Wire ties missing at many locations along bottom of fencing. Small sections of fence missing
between main span and stairs. (10/15)
Wire ties missing at many locations along bottom of fencing. Small sections of fence missing
between main span and stairs. Vines are growing on fencing at west stair. (10/13)
5. Sidewalks
or Curbs
N N N (10/17)
(10/15)
(10/13)
6. Deck
Bottom
Surface
(SIA-58B)
N N 7 Aluminum deck planks. (10/17)
(10/15)
(10/13)
7. Deck
(SIA-58)
8 8 7 Aluminum deck planks. West stairs: Bent tread at 1st tread at upper stair. East stairs: Minor
impact damage on underside of the 11th stair tread from the bottom. (10/17)
Aluminum deck planks. West stairs: Bent tread at 1st tread at upper stair. East stairs: Minor
impact damage on underside of the 11th stair tread from the bottom. (10/15)
Aluminum deck planks. West stairs: Bent tread at 1st tread at upper stair. East stairs: Minor
impact damage on underside of the 11th stair tread from the bottom. (10/13)
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
9. Stringer
(SIA-59)
8 8 8 Unpainted aluminum truss. Decorative panel loose at E end of N side of truss. (10/17)
Unpainted aluminum truss. Decorative panel loose at E end of N side of truss. (10/15)
Unpainted aluminum truss. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 13
10. Paint
(SIA-59A)
N N N Unpainted aluminum. (10/17)
Unpainted aluminum. (10/15)
(10/13)
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 7 7 7 Some of the grout is cracked and deteriorating under the east column base plates. (10/17)
Some of the grout is cracked and deteriorating under the east column base plates. (10/15)
Some of the grout is cracked and deteriorating under the east column base plates. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
6 6 6 Bottom of stair stringers on concrete slabs. (10/17)
Columns supported on concrete foundation pedestals. W main span: heavy leaching map
cracks. W stair: moderate leaching map cracks. E main span: heavy leaching map cracking
with scaling at top SW and SE corners.E stair: heavy leaching map cracking with scaling at
top SW and SE corners. (10/15)
West foundation pedestals have leaching hairline map cracks. East stair foundation has
heavy leaching map cracking with scaling at top SW and SE corners. East main span
foundation has heavy leaching map cracking with scaling at top SW and SE corners. (10/13)
14. Piers
(SIA-60)
N N N Aluminum tube columns on concrete foundation pedestals. W main span: heavy leaching
map cracks. West stair: moderate leaching map cracks. East main span: heavy leaching map
cracking with scaling at top SW and SE corners. East stair: heavy leaching map cracking with
scaling at top SW and S E corners. (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
18. Approach
Pavement
N N 8 Concrete sidewalk. Some weeds growing in approach sidewalk joints. (10/17)
(10/15)
(10/13)
19. Approach
Shoulders
Sidewalks
8 8 N (10/17)
Some weeds growing in approach sidewalk joints. (10/15)
Some weeds growing in approach sidewalk joints. (10/13)
20. Approach
Slopes
Guardrail in front of foundations, west side of Wise only. Guardrail is low and has dents each
end. (10/17)
(10/15)
(10/13)
21. Utilities Wires under walkway touching bottom of truss at east end. (10/17)
Wires under walkway touching bottom of truss at east end. (10/15)
Wires under walkway touching bottom of truss at east end. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 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 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 13
SUPPORTING IMAGES FXCA 10/13/2017
Document Name: PA130061.JPG Document Name: PA130090.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: South elevation.Comments: North elevation.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 13
Document Name: 764.JPG Document Name: 771.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: West stair looking west.Comments: East stairs looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 13
Document Name: 773.JPG Document Name: 776.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span looking west.Comments: Main truss looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 13
Document Name: 777.JPG Document Name: PA130071.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: West stairs looking south.Comments: East stair, damaged stair tread.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 13
Document Name: PA130077.JPG Document Name: 769.JPG
Category: Superstructure Category: Bearings
Span Number:Span Number:
Comments: East stairs looking west.Comments: Crack in base plate at east stairs, west stringer.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 13
Document Name: 766.JPG Document Name: 792.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Base of east stairs.Comments: West main truss pier looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 13
Document Name: 793.JPG Document Name: 794.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: West main truss pier looking east.Comments: West foundation pedestals and guardrail.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 10 of 13
Document Name: 802.JPG Document Name: 805.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East main truss pier looking east.Comments: West main truss pier looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 11 of 13
Document Name: PA130062.JPG Document Name: PA130064.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East foundation pedestals.Comments: Main truss span east foundation pedestal, looking
northeast.
Document Name: PA130066.JPG Document Name: PA130067.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Main truss span east foundation pedestal, looking
southeast.
Comments: East stair foundation pedestal, looking northeast.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 12 of 13
Document Name: PA130069.JPG Document Name: PA130083.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East stair foundation pedestal, looking southwest.Comments: West foundation pedestals looking northeast.
Document Name: PA130086.JPG Document Name: PA130091.JPG
Category: Substructure Category: Other
Span Number:Span Number:
Comments: West stair foundation pedestal, looking southwest.Comments: Overhead wires in contact with bottom of truss, near
east end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 13 of 13
Bridge History, Type, Materials
27 - Year Built 1975
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 9 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 72.8
49 - Structure Length 87.9
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 6.9
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 7
58A/B - Deck Surface/Bottom 7 7
59 - Superstructure Rating 8
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
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 0
5D - Route Number 00000
5E - Direction Suffix 0
10L - Best 3m Unclr-Lt 0 0
10R - Best 3m Unclr-Rt 15 10
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003464 03
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 17
28B - Lanes Under 4
29 - ADT 3050
30 - Year of ADT
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 70.87
54A - Left Feature H
54B - Left Underclearance 15 10
54C - Right Feature H
54D - Right Clearance 15 10
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 5.9
56 - Left Horiz Clearance 0
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck %
110 - Truck Network 0
114 - Future ADT 999999
115 - Year Future ADT
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 3957 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS FXCA
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. Install new sections of fence
between the stairs and main span.
Substr Repair M Chip and patch concrete foundation pedestals as required.
Other M Chip and place new non-shrink grout under base plates where
required. Upgrade guardrail at west stairs and foundations. Reattach
or remove loose decorative panel on north side of truss.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3957 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
H FRANKS SCH WLKOV 42.6713 / -84.5923 334385000891P01 Fair Condition(6)
Feature Length / Width / Spans Owner
WISE ROAD 87.9 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1975 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss-
Thru and Pony
10/13/2017 / FXCA N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1