HomeMy WebLinkAboutMDOT_RPT_STR 3942 Newark Walkover over Pleasant Grove 2017NBI INSPECTION J946
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'-11" underclearance posted on both north and south faces.
Frequency Justification Comments (required when Poor Condition and frequency is equal to 24 months)
The structure is a pedestrian bridge accessed by stairs. Although the foundation pedestals (rated as abutments) are noted as having a
poor condition rating in accordance with the NBI Rating Guidelines, they are not deteriorating at a perceptible rate and are not currently
affecting the ability of the structure to function as intended.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
N N 8 Aluminum deck planks. (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 both sides with handrail. North handrail at main span: Bolt missing at 4th
support from W, railing bent at 5th support from W, rail broken at 4th support from E. Fencing
loose and hanging at top of west stairs. Small sections of fence are missing between main
span and stairs. Numerous wire ties missing at bottom of fencing. (10/17)
North handrail at main span: Bolt missing at 4th support from W, railing bent at 5th support
from W, rail broken at 4th support from E. Small sections of fence are missing between main
span and stairs. Numerous wire ties missing at bottom of fencing. (10/15)
North handrail at main span: Bolt missing at 4th support from W, railing bent at 5th support
from W, rail brokent at 4th support from E. Small sections of fence are missing between main
span and stairs. Numerous 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 8 Aluminum deck planks. (10/17)
(10/15)
(10/13)
7. Deck
(SIA-58)
8 8 8 Aluminum deck planks. (10/17)
Aluminum deck planks. (10/15)
Aluminum deck planks. (10/13)
8. Drainage (10/17)
(10/15)
(10/13)
SUPERSTRUCTURE
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 12
10/13 10/15 10/17
9. Stringer
(SIA-59)
8 8 7 Unpainted aluminum through truss. West stair: bottom tread damaged both ends and minor
damage to north stringer at bottom. Dent/scrape on east side of west intermediate platform.
(10/17)
Unpainted aluminum truss. (10/15)
Unpainted aluminum truss. (10/13)
10. Paint
(SIA-59A)
N N N (10/17)
(10/15)
(10/13)
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 6 6 6 Extensive deterioration of grout under column base plates. Grout was packed only around
perimeter of base plates. (10/17)
Extensive deterioration of grout under column base plates. Grout was packed only around
perimeter of base plates. (10/15)
Extensive deterioration of grout under column base plates. Grout was packed only around
perimeter of base plates. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
4 4 4 Stair stringers on concrete slabs. West stairs: Concrete crumbling at base of stairs. (10/17)
West stairs: Concrete crumbling at base of stairs. West stair and main span foundations:
Some leaching cracks. East main span foundation: Leaching cracks, rusty exposed form ties.
East stair foundation: Heavy leaching map cracks with heavy scaling and spalling at top and
SW & SE sides. (10/15)
West stairs: Concrete crumbling at base of stairs. West stair and main span foundations:
Some leaching cracks. East main span foundation: Leaching cracks, rusty exposed form ties.
East stair foundation: Heavy leaching map cracks with heavy scaling and spalling at top and
SW & SE sides. (10/13)
14. Piers
(SIA-60)
N N N Aluminum tube columns on concrete foundation pedestals. West stair and main span
foundations: Some leaching cracks. East main span foundation: Leaching cracks, rusty
exposed form ties. East stair foundation: Heavy leaching map cracks with heavy scaling and
spalling at top and SW & SE sides. (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 4 Concrete sidewalks. Sidewalk slab at bottom of east stairs is disintegrating and heavily
broken around edges. West sidewalk is in good condition. (10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 12
19. Approach
Shoulders
Sidewalks
4 4 N (10/17)
Sidewalk slab at bottom of east stairs is disintegrating and heavily broken around edges.
West sidewalk is in good condition. (10/15)
Sidewalk slab at bottom of east stairs is disintegrating and heavily broken around edges.
West sidewalk is in good condition. (10/13)
20. Approach
Slopes
Guardrail in front of main truss foundations both east and west sides. East guardrail dented.
(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 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 12
SUPPORTING IMAGES J946 10/13/2017
Document Name: 725.JPG Document Name: 739.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: North elevation.Comments: South elevation.
Document Name: PA130047.JPG Document Name: PA130042.JPG
Category: Approach Category: Railing
Span Number:Span Number:
Comments: Sidewalk at base of east stairs.Comments: Bent railing on north side of main truss span.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 12
Document Name: PA130043.JPG Document Name: 721.JPG
Category: Railing Category: Superstructure
Span Number:Span Number:
Comments: Missing bolt at railing, north side of main truss span.Comments: West stairs looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 12
Document Name: 724.JPG Document Name: 751.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: West stair looking south.Comments: East stair looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 12
Document Name: 756.JPG Document Name: PA130031.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Main truss looking west.Comments: Base of west stairs.
Document Name: PA130032.JPG Document Name: PA130033.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: West stairs, damage at south end of bottom tread.Comments: West stairs, damage at north end of bottom tread.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 12
Document Name: PA130058.JPG Document Name: 734.JPG
Category: Superstructure Category: Substructure
Span Number:Span Number:
Comments: South side of west stairs, loose pedestrian fencing.Comments: West main span pier looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 12
Document Name: 737.JPG Document Name: 744.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: West main span pier looking west.Comments: East main span pier looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 12
Document Name: 745.JPG Document Name: PA130039.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East main span pier looking east.Comments: West foundation pedestals.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 10 of 12
Document Name: PA130040.JPG Document Name: PA130041.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: West main truss foundation pedestal looking east.Comments: West main truss foundation pedestal looking southwest.
Document Name: PA130048.JPG Document Name: PA130050.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East foundation pedestals, looking southwest.Comments: East stair foundation pedestal.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 11 of 12
Document Name: PA130054.JPG Document Name: PA130056.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East main truss foundation pedestal looking southeast.Comments: East main truss span foundation pedestal, looking
northwest.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 12 of 12
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 81
49 - Structure Length 86.9
50A - Width Left Curb/SW 0
50B - Width Right Curb/SW 6.2
33 - Median 0
51 - Width Curb to Curb
52 - Width Out to Out 7.2
112 - NBIS Length Y
Inspection Data
90 - Inspection Date 10/13/2017
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 4
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 1
5D - Route Number 02003
5E - Direction Suffix 0
10L - Best 3m Unclr-Lt 0 0
10R - Best 3m Unclr-Rt 16 2
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 3500
30 - Year of ADT 1981
42B - Service Type Under 1
47L - Left Horizontal Clear 0
47R - Right Horizontal Clear 77.43
54A - Left Feature H
54B - Left Underclearance 16 2
54C - Right Feature H
54D - Right Clearance 16 2
Under Clearance Year
55A - Reference Feature H
55B - Right Horiz Clearance 9.2
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 3942 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS J946
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 concrete sidewalk at east stairs.
Railing Repair M Repair handrail on north side of main span and replace missing
bolts. Repair fencing on south side at top of west stairs.
Substr Repair M Chip and patch concrete foundation pedestal at the east stairs. Chip
and patch other concrete foundation pedestals as required.
Other M Chip and place new non-shrink grout under column base plates
where required. Upgrade guardrail in front of east stairs and
foundations.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3942 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
NEWARK ST WALKOVER 42.6713 / -84.5873 334385000090P01 Poor Condition(4)
Feature Length / Width / Spans Owner
PLEASANT GROVE RD 86.9 / 7.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
6000 PLEASANT GROVE RD 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
10/13/2017 / J946 N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1