HomeMy WebLinkAboutMDOT_RPT_STR 3938 Holmes Walkover over E Kalamazoo 2017NBI INSPECTION CML3
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 four approach stair spans (two south and two north).
15'-9" underclearance posted on both east and west faces.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 8 Aluminum deck planking. (10/17)
Aluminum deck planking. (10/15)
Aluminum deck planking. (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 each side with handrails. Two missing or broken bolts on north handrail at
south stairs. Broken bolt on south handrail at north stairs. Some wire ties at bottom of fencing
missing. (10/17)
Two missing or broken bolts on N handrail at S stairs. Broken bolt on N handrail at N stairs.
Some wire ties at bottom of fencing missing. (10/15)
Two missing or broken bolts on north handrail at south stairs. Some wire ties at bottom of
fencing missing. (10/13)
5. Sidewalks
or Curbs
N N N (10/17)
(10/15)
(10/13)
6. Deck
Bottom
Surface
(SIA-58B)
N N 8 Aluminum deck planking. (10/17)
(10/15)
(10/13)
7. Deck
(SIA-58)
8 8 8 Aluminum deck planking. (10/17)
Aluminum deck planking. (10/15)
Aluminum deck planking. (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 through truss. (10/17)
Unpainted aluminum truss. (10/15)
Unpainted aluminum truss. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 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)
(10/15)
(10/13)
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 8 8 8 Minor scaling of non-shrink grout under base plates. (10/17)
Minor scaling of non-shrink grout under base plates. (10/15)
Minor scaling of non-shrink grout under base plates. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
7 7 7 Stair stringers on concrete slabs. (10/17)
North stair foundations: Leaching hairline cracks, shallow incipient spalls on south side. North
main span foundations: minor leaching. (10/15)
North stair foundations: Leaching hairline cracks, shallow incipient spalls on south side. North
main span foundations: minor leaching. (10/13)
14. Piers
(SIA-60)
N N N Aluminum tube columns on concrete foundation pedestals. North stair foundations: Leaching
hairline cracks, shallow incipient spalls on south side. North main span foundations: minor
leaching. (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 sidewalk joints. (10/17)
(10/15)
(10/13)
19. Approach
Shoulders
Sidewalks
8 8 N (10/17)
Some weeds growing in sidewalk joints. (10/15)
Sidewalks are in good condition, some weeds growing in joints. (10/13)
20. Approach
Slopes
Guardrail in front of foundation pedestals and stairs both north and south sides of Kalamazoo.
Guardrail has light rust and minor dents. (10/17)
(10/15)
(10/13)
21. Utilities (10/17)
(10/15)
(10/13)
22. Drainage
Culverts
(10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 9
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 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 9
SUPPORTING IMAGES CML3 10/12/2017
Document Name: IMG_1681.JPG Document Name: PA120192.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: East elevation.Comments: West elevation.
Document Name: PA120182.JPG Document Name: PA120183.JPG
Category: Railing Category: Railing
Span Number:Span Number:
Comments: South stair handrail. Missing bolt on north railing, west
side of intermediate platform.
Comments: South stair handrail. Broken bolt on north railing, east
side of intermediate platform.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 9
Document Name: PA120194.JPG Document Name: IMG_1682.JPG
Category: Railing Category: Superstructure
Span Number:Span Number:
Comments: North stair handrail. Broken bolt at south side at top of
lower stair run.
Comments: South stairs, looking southwest.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 9
Document Name: IMG_1683.JPG Document Name: IMG_1689.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: North stairs, looking west.Comments: Main truss span, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 9
Document Name: IMG_1693.JPG Document Name: IMG_1698.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, looking north.Comments: North stairs, looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 9
Document Name: IMG_1699.JPG Document Name: PA120181.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: South stairs, looking west.Comments: South stair intermediate platform, north side looking
north.
Document Name: IMG_1707.JPG Document Name: PA120177.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Main truss span south foundation pedestal, looking
south.
Comments: Main truss span north foundation pedestal, looking
southwest.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 9
Document Name: PA120178.JPG Document Name: PA120179.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Main truss span north foundation pedestal, looking
northeast.
Comments: North stair foundation pedestal, looking northeast.
Document Name: PA120180.JPG
Category: Substructure
Span Number:
Comments: North stair foundation pedestal, looking southwest.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 9
Bridge History, Type, Materials
27 - Year Built 1970
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 46.9
49 - Structure Length 58.7
50A - Width Left Curb/SW 0
50B - Width Right Curb/SW 5.2
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 8
58A/B - Deck Surface/Bottom 8 8
59 - Superstructure Rating 8
59A - Paint Rating N
60 - Substructure Rating 7
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 0 0
10R - Best 3m Unclr-Rt 16 0
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003355 05
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 16
28B - Lanes Under 4
29 - ADT 8563
30 - Year of ADT
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 43.64
54A - Left Feature H
54B - Left Underclearance 15 12
54C - Right Feature H
54D - Right Clearance 15 12
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 1
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 3938 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS CML3
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 Replace broken bolt on north stair handrail. Replace missing bolts
on south stair handrail. Replace missing wire ties for fencing.
Other L Remove utility cable from north truss support columns.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3938 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
HOLMES ST WALKOVER 42.7299 / -84.5334 334385000056P01 Good Condition(7)
Feature Length / Width / Spans Owner
EAST KALAMAZOO STREET 58.7 / 6.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
1300 EAST KALAMAZOO 1970 / / /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
10/12/2017 / CML3 N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1