HomeMy WebLinkAboutMDOT_RPT_STR 3927 Woodgate Walkover over Miller 2017NBI INSPECTION X781
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'-5" underclearance posted on both east and west faces.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 8 Aluminum deck panels. (10/17)
Aluminum deck planks. (10/15)
Aluminum 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 on both sides with handrails. Fencing loose between main span and
stairs. Many of the wire ties at the bottom of the fencing are missing. Most of the decorative
aluminum fascia panels on the east side of the main span truss are missing. (10/17)
Many of the wire ties at the bottom of the fencing are missing. Most of the decorative
aluminum fascia panels on the east side of the main span truss are missing. (10/15)
Many of the wire ties at the bottom of the fencing are missing. Most of the aluminum fascia
panels on the east side of the main span truss are missing. (10/13)
5. Sidewalks
or Curbs
N N (10/17)
(10/15)
(10/13)
6. Deck
Bottom
Surface
(SIA-58B)
N N 8 Aluminum deck panels. (10/17)
(10/15)
(10/13)
7. Deck
(SIA-58)
8 8 8 Aluminum deck panels. (10/17)
Aluminum deck panels. (10/15)
Aluminum deck panels. (10/13)
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
9. Stringer
(SIA-59)
7 7 7 Unpainted aluminum truss. Small dent in east bottom chord over eastbound lane. Two small
scrapes in east bottom chord over north curbline. (10/17)
Unpainted aluminum truss. Small dent in east bottom chord over eastbound lane. Two small
scrapes in east bottom chord over north curbline. (10/15)
Unpainted aluminum truss. Small dent in east bottom chord over eastbound lane. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 9
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 6 6 6 Anchor bolts are loose at bottom of north stringer at south stair. Base angle partially broken at
bottom of south stringer. The grout is severely deteriorating under the column base plates.
(10/17)
Anchor bolts are loose at bottom of north stringer at south stair. The grout is severely
deteriorating under the column base plates. (10/15)
Anchor bolts are loose at bottom of north stringer at south stair. The grout is severely
deteriorating under the column base plates. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
6 6 6 At south stair columns, spall under N base plate. Concrete is spalled under bottom of north
stringer at south stair. (10/17)
Leaching hairline map cracks on concrete foundation pedestals. At south stair columns, spall
under N base plate. Concrete is spalled under bottom of north stringer at south stair. (10/15)
Leaching hairline cracks on concrete foundation pedestals. Concrete is spalled under bottom
of north stringer at south stair. (10/13)
14. Piers
(SIA-60)
N N N Aluminum tube columns on concrete foundation pedestals. Map cracking on pedestals. At
south stair, crack under south base plate an spall under north base plate. At north stair, some
cracks with efflorescence. At north main span, leaching map cracks with heaviest at SW
corner. (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 6 Concrete sidewalks. Some weeds growing in sidewalk joints. Sidewalk at south stairs settled
1"-2". (10/17)
(10/15)
(10/13)
19. Approach
Shoulders
Sidewalks
8 8 N (10/17)
Some weeds growing in sidewalk joints. Sidewalk at south stairs settled 1"-2". (10/15)
Some weeds growing in sidewalk joints. (10/13)
20. Approach
Slopes
Guardrail along Woodgate adjacent to north stair and along Miller adjacent to south stair.
(10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 9
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)Yes
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 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 9
SUPPORTING IMAGES X781 10/13/2017
Document Name: 703.JPG Document Name: 715.JPG
Category: Elevation Category: Superstructure
Span Number:Span Number:
Comments: East elevation.Comments: North stairs, looking west.
Document Name: 716.JPG Document Name: PA130014.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: South stairs, looking south.Comments: North stairs, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 9
Document Name: PA130015.JPG Document Name: PA130017.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stairs looking north.Comments: Main truss span, looking south.
Document Name: PA130018.JPG Document Name: PA130019.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, looking north.Comments: South stairs, looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 9
Document Name: PA130022.JPG Document Name: PA130029.JPG
Category: Superstructure Category: Bearings
Span Number:Span Number:
Comments: south stairs, looking northeast.Comments: Bearing angle partially broken
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 9
Document Name: 683.JPG Document Name: 694.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South stair foundation pad / sidewalk.Comments: South main truss span pier, looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 9
Document Name: 698.JPG Document Name: 713.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South main truss span pier, looking south.Comments: North main truss span pier, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 9
Document Name: PA130003.JPG Document Name: PA130008.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: North stair foundation pedestal, looking northeast.Comments: North main truss span foundation pedestal, looking
south.
Document Name: PA130023.JPG Document Name: PA130025.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South stair foundation pedestal, looking northeast.Comments: South stair foundation pad / sidewalk and guardrail.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 9
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 66.9
49 - Structure Length 106
50A - Width Left Curb/SW 5.6
50B - Width Right Curb/SW 0
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 8
58A/B - Deck Surface/Bottom 8 8
59 - Superstructure Rating 7
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 1
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 16 8
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003361 05
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 16
28B - Lanes Under 2
29 - ADT 7500
30 - Year of ADT
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 65.94
54A - Left Feature
54B - Left Underclearance 16 8
54C - Right Feature H
54D - Right Clearance 16 8
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 7.5
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 3927 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS X781
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 the fencing.
Substr Repair M Patch concrete under north stringer of south stair and replace
anchor bolts.
Other M Chip and place new non-shrink grout under column base plates as
required.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3927 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
WOODGATE WALKOVER 42.6692 / -84.5785 334385000003P01 Fair Condition(6)
Feature Length / Width / Spans Owner
MILLER ROAD 106 / 6.9 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1900 W MILLER RD 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 / X781 N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1