HomeMy WebLinkAboutMDOT_RPT_STR 3943 Pleasant View Sch Walkover over Pleasant Grove 2017NBI INSPECTION 0J67
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 west and two east).
15'-2" underclearance posted on both north and south faces.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 7 Aluminum deck planks. The two bottom treads at W stair are dented and damaged and have
a welded repair at bottom tread. (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 6 6 6 Pedestrian fencing each side with handrails. Fencing fabric installed sideways at south side of
E intermediate platform. Some wire ties missing at bottom of fencing. (10/17)
Fencing fabric installed sideways at south side of E intermediate platform. Some wire ties
missing at bottom of fencing. (10/15)
Fencing fabric installed sideways at south side of east intermediate platform. Some wire ties
missing at bottom of fencing. (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)
7 7 7 Aluminum deck planks. The two bottom treads at W stair are dented and damaged and have
a welded repair at bottom tread. (10/17)
Aluminum deck planks. The two bottom treads at W stair are dented and damaged and have
a welded repair at bottom tread. (10/15)
Aluminum deck planks. Two bottom treads at west stairs are dented and damaged with a
welded repair at bottom tread. (10/13)
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 9
9. Stringer
(SIA-59)
8 8 8 Unpainted aluminum through truss. Slight scrapes and dents at bottom of both stringers at W
stair. (10/17)
Unpainted aluminum truss. Slight scrapes and dents at bottom of both stringers at W stair.
Anti-climb shield is missing at W main span support columns. Slight scrape on north column
at W main span support. (10/15)
Unpainted aluminum truss. Slight scrapes and dents at bottom of both stringers at west stair.
Anti-climb shield is missing at west main span support columns. Slight scrape on north
column at west main span support. (10/13)
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 7 7 7 Grout is cracked and disintegrating under some column base plates. Broken anchor bolt at
west stringer of east stairs. (10/17)
Grout is cracked and disintegrating under some column base plates. (10/15)
Unpainted aluminum truss. Slight scrapes and dents at bottom of both stringers at west stair.
Anti-climb shield is missing at west main span support columns. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
6 6 6 Stair stringers on concrete slabs. West stairs: spall under bottom of west stringer. (10/17)
West stairs: spall under bottom of west stringer. W stair foundation: leaching map cracks,
crack on W face. W main span foundation: map cracking, spall SE corner, incipient spalls
SW, NW and NE corners. E main span foundation: some leaching cracks. (10/15)
West stairs: spall under bottom of west stringer. West stair foundation: leaching map cracks,
crack on W face. West main span foundation: map cracking, spall SE corner, incipient spalls
SW, NW and NE corners. East main span foundation: some leaching cracks. (10/13)
14. Piers
(SIA-60)
N N N Aluminum tube columns on concrete foundation pedestals. Decorative anti-climb shield is
missing at W main span support columns. Slight scrape on north column at W main span
support. W stair foundation: leaching map cracks, crack on W face. W main span foundation:
map cracking, spall SE corner, incipient spalls SW, NW and NE corners. E main span
foundation: some leaching cracks. (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
18. Approach
Pavement
N 7 Concrete sidewalks are in good condition. (10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 9
19. Approach
Shoulders
Sidewalks
7 7 N (10/17)
Sidewalks are in good condition. (10/15)
Sidewalks are in good condition. (10/13)
20. Approach
Slopes
(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 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 9
SUPPORTING IMAGES 0J67 10/12/2017
Document Name: IMG_1870.JPG Document Name: IMG_1903.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: South elevation.Comments: North elevation.
Document Name: PA120276.JPG Document Name: IMG_1855.JPG
Category: Approach Category: Superstructure
Span Number:Span Number:
Comments: Sidewalk at base of east stairs.Comments: West stairs, looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 9
Document Name: IMG_1856.JPG Document Name: IMG_1857.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: West stairs, looking north.Comments: Dent on bottom stair tread.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 9
Document Name: IMG_1878.JPG Document Name: IMG_1886.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss span, looking east.Comments: East stairs, bottom run looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 9
Document Name: PA120264.JPG Document Name: PA120272.JPG
Category: Superstructure Category: Bearings
Span Number:Span Number:
Comments: West main truss span pier, looking west.Comments: Broken bolt on west stringer of east stairs.
Document Name: IMG_1865.JPG Document Name: IMG_1895.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: West main truss span foundation pedestal, looking
east.
Comments: East main truss span foundation pedestal, looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 9
Document Name: PA120266.JPG Document Name: PA120267.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: West main truss span foundation pedestal, looking
northwest.
Comments: West stair foundation pedestal, looking southwest.
Document Name: PA120282.JPG Document Name: IMG_1883.JPG
Category: Substructure Category:
Span Number:Span Number:
Comments: East main truss span foundation pedestal, looking
northeast.
Comments: East stair, looking east at top run and intermediate
platform.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 9
Document Name: PA120269.JPG
Category:
Span Number:
Comments: East stair, fencing on south side of intermediate
platform.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 9
Bridge History, Type, Materials
27 - Year Built 1974
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 70.9
49 - Structure Length 77.8
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 7.2
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 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 5
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 5
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003437 04
19 - Detour Length 0
20 - Toll Facility 3
26 - Functional Class 16
28B - Lanes Under 4
29 - ADT 5166
30 - Year of ADT
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 67.59
54A - Left Feature H
54B - Left Underclearance 15 5
54C - Right Feature H
54D - Right Clearance 15 5
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 10.5
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 3943 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS 0J67
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 fencing that was installed sideways at east intermediate
platform. Reconnect loose fencing at upper stair run of west stairs.
Replace missing wire ties for fencing.
Substr Repair M Chip and repair spalls at foundation pedestals.
Other M Chip and replace non-shrink grout under base plates as required.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3943 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
4600 PLEASANT GROVE ROAD 1974 / / /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 / 0J67 N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1