HomeMy WebLinkAboutMDOT_RPT_STR 3931 Averill Walkover over W Holmes 2017NBI INSPECTION YC7J
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 five approach stair spans (two south and three north).
15'-3" underclearance posted on both east and west faces.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 6 Expanded steel deck planks. Scattered rust. Broken plank at SW corner of north top platform.
(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 6 Pedestrian fencing both sides with handrail. Corrosion and section loss at welded joint at
north railing at north stair intermediate platform. Some wire ties missing at bottom of fencing.
(10/17)
Corrosion and section loss at welded joint at north railing at north stair intermediate platform.
(10/15)
Corrosion and section loss at welded joint at north railing at north stair intermediate platform.
(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. Scattered rust. Broken plank at SW corner of north top platform.
(10/17)
Expanded steel deck planks. Scattered rust. Broken plank at SW corner of north top platform.
(10/15)
Expanded steel deck planks. Scattered rust. Broken plank at SW corner of north top platform.
(10/13)
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 10
9. Stringer
(SIA-59)
5 5 5 Painted steel through truss.At S stair: corrosion & section loss (painted over) at NE inside
corner of intermediate platform framing. (10/17)
Painted steel truss. At S main supports, SE diagonal column rusted thru on S, E and W faces,
NE column rusted thru on W face (enlargement of drain hole). At N main supports, E diagonal
brace rusted thru on bottom E, W & S faces. Broken grounding wire at south stair. At S stair:
corrosion & section loss (painted over) at NE inside corner of intermediate platform framing.
(10/15)
Painted steel truss. At south main supports, SE column rusted thru on S, E and W faces, NE
column rusted thru on W face (enlargement of drain hole). At north main supports, E diagonal
brace rusted thru on bottom E, W and S faces. Broken grounding wire at south stair. (10/13)
10. Paint
(SIA-59A)
6 6 6 Scattered rust on deck planking, top of bottom diagonal cross bracing, and at top chord
connection plates. (10/17)
Scattered rust on deck planking, top of bottom diagonal cross bracing, and at top chord
connection plates. (10/15)
Scattered rust on deck planking, top of bottom diagonal cross bracing, and at top chord
connection plates. (10/13)
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 6 6 6 Base plates under north stairs are warped. (10/17)
Base plates under north stairs are warped. (10/15)
Base plates under north stairs are warped. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
6 6 6 Curb under bottom of south stair, cracked at 2 locations, S crack is 1 1/2" wide. Curb under
bottom of north stair, honeycombing & spalls at S end. (10/17)
At S main span support, spall on NW corner of N pedestal. At N main span support, cracks
and shallow spalls at top SE and NE corners of S pedestal. Curb under bottom of S stair,
cracked at 2 locations, S crack is 1 1/2" wide. Curb under bottom of N stair, honeycombing &
spalls at S end. (10/15)
At north main span support, cracks and shallow spalls at top SE and NE corners of south
pedestal. Curb under bottom of south stair cracked at two locations, south crack is 1 1/2"
wide. (10/13)
14. Piers
(SIA-60)
N N N Steel tube columns on concrete foundation pedestals. At S main supports, SE diagonal
column rusted thru on S, E and W faces, NE column rusted thru on W face (enlargement of
drain hole). At N main supports, E diagonal brace rusted thru on bottom E, W & S faces.
Broken grounding wire at south stair. At south main span support, spall on NW corner of north
pedestal. At north main span support, cracks and shallow spalls at top SE and NE corners of
south pedestal. (10/17)
(10/15)
(10/13)
15. Slope
Protection
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 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 10
18. Approach
Pavement
N 6 Concrete sidewalks. Spalling at sidewalk slab at base of south stairs. (10/17)
(10/15)
(10/13)
19. Approach
Shoulders
Sidewalks
6 N (10/17)
Spalling at sidewalk slab at base of south stairs. (10/15)
Spalling at sidewalk slab at base of south stairs. (10/13)
20. Approach
Slopes
Guardrail in front of foundation pedestals both north and south sides. North guardrail is rusty
and does not have bullnose endings. (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 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 10
SUPPORTING IMAGES YC7J 10/13/2017
Document Name: 968.JPG Document Name: 972.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: West elevation.Comments: East elevation.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 10
Document Name: 920.JPG Document Name: 966.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stairs looking east.Comments: Underside of main span truss looking northeast.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 10
Document Name: PA130155.JPG Document Name: PA130156.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span north support. Northeast diagonal
brace, looking northeast.
Comments: Main truss span north support. Northeast diagonal
brace, looking west.
Document Name: PA130161.JPG Document Name: PA130166.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stair foundation pedestal at bottom of stairs.Comments: North stairs. Incomplete weld at north stringer at
intermediate platform.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 10
Document Name: PA130172.JPG Document Name: PA130173.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stairs, looking west.Comments: Main truss span, looking south.
Document Name: PA130180.JPG Document Name: PA130181.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: South stairs, looking south.Comments: Main truss span, looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 10
Document Name: PA130187.JPG Document Name: PA130188.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span south support. East diagonal brace,
looking west.
Comments: Main truss span south support. East diagonal brace,
looking southwest.
Document Name: PA130189.JPG Document Name: PA130194.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span south support. East diagonal brace,
looking northeast.
Comments: Main truss span south support. Northeast vertical
column, looking southeast.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 10
Document Name: PA130200.JPG Document Name: 912.JPG
Category: Superstructure Category: Substructure
Span Number:Span Number:
Comments: Main truss span. Second diagonal bottom brace from
south.
Comments: Main truss span north foundation pedestals, looking
south.
Document Name: 939.JPG Document Name: PA130162.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South stair foundation, looking west.Comments: North stair foundation pedestal, looking northeast.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 10
Document Name: PA130163.JPG Document Name: PA130182.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Main truss span north foundation pedestals, looking
northeast.
Comments: Bottom of south stair.
Document Name: PA130191.JPG Document Name: PA130192.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South foundation pedestals, looking northeast.Comments: Main truss span south foundation pedestal. Spall
behind guardrail on northwest corner.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 10 of 10
Bridge History, Type, Materials
27 - Year Built 1967
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 3 10
44 - Appr Span Bridge Type
77 - Steel Type
78 - Paint Type 2
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 59.7
49 - Structure Length 59.7
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 6.6
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 5
59A - Paint Rating 6
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 0
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 0 0
10R - Best 3m Unclr-Rt 15 7
PR Number
Control Section
11 - Mile Point 0
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003423 02
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 16
28B - Lanes Under 4
29 - ADT 10510
30 - Year of ADT
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 57.71
54A - Left Feature H
54B - Left Underclearance 15 6
54C - Right Feature H
54D - Right Clearance 15 6
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 2
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 3931 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS YC7J
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/13/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Appr. Pavement M Replace approach sidewalk at base of south stairs.
Super Repair H Perform welded repairs at:
- East diagonal column at south main span support.
- East diagonal brace at south main span support.
- East diagonal brace at north main span support.
Other L Reattach broken grounding wire.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3931 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AVERILL WALKOVER 42.6976 / -84.5992 334385000022P01 Fair Condition(5)
Feature Length / Width / Spans Owner
WEST HOLMES ROAD 59.7 / 6.6 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
3600 W HOLMES RD LANSING 1967 / / /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 / YC7J N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1