HomeMy WebLinkAboutMDOT_RPT_STR 3958 Beech over Red Cedar 2017NBI INSPECTION UWWL
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
GENERAL NOTES
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
8 7 7 Hairline longitudinal cracks on surface along box beam joints. (10/17)
Hairline longitudinal cracks along box beam joints. (10/15)
Concrete deck surface in good condition. (10/13)
2. Expansion
Joints
8 8 8 Some grit in expansion joints at both piers. (10/17)
Expansion joint at both piers. Some grit in expansion joints. (10/15)
Expansion joint at both piers. Some grit in expansion joints. (10/13)
3. Other
Joints
8 8 8 Joints between bridge deck and approach pavement in good condition. (10/17)
Joints between bridge deck and approach pavement in good condition. (10/15)
Joints between bridge deck and approach pavement in good condition. (10/13)
4. Railings 8 8 8 Four-tube galvanized steel railing on west side. Two-tube galvanized steel railing on east
side. Some map cracking on concrete end blocks. (10/17)
Four-tube galvanized steel railing on west side. Two-tube galvanized steel railing on east
side. Some map cracking on concrete end blocks. (10/15)
Four-tube galvanized steel railing on west side. Two-tube galvanized steel railing on east
side. Some map cracking on concrete end blocks. (10/13)
5. Sidewalks
or Curbs
8 8 7 Sidewalk on west side only. Brush block on east side. Map cracking and some very minor
scuffing and chipping along curblines. (10/17)
Sidewalk on west side only. Brush block on east side. Some very minor scuffing and chipping
along curblines. (10/15)
Sidewalk on west side. Brush block on east side. Some very minor scuffing and chipping
along curblines. (10/13)
6. Deck
Bottom
Surface
(SIA-58B)
N N N Adjacent precast concrete box beams, deck bottom not visible for inspection. (10/17)
Adjacent precast concrete box beams, deck bottom not visible for inspection. (10/15)
Adjacent precast concrete box beams, deck bottom not visible for inspection. (10/13)
7. Deck
(SIA-58)
8 7 7 Concrete deck is in overall good condition. (10/17)
Concrete deck is in overall good condtion. (10/15)
Concrete deck is in overall good condtion. (10/13)
8. Drainage No deck drains on bridge. (10/17)
No deck drains on bridge. (10/15)
No deck drains on bridge. (10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
9. Stringer
(SIA-59)
8 8 8 Adjacent precast concrete box beams. No noted deficiencies. (10/17)
Adjacent precast concrete box beams. No noted deficiencies. (10/15)
Adjacent precast concrete box beams. (10/13)
10. Paint
(SIA-59A)
N N N (10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 1 of 10
11. Section
Loss
N N N (10/17)
(10/15)
(10/13)
12. Bearings 8 8 8 Elastomeric bearings, not visible for inspection. Some wood boards still on top of abutments
at box beam joints. (10/17)
Elastomeric bearings, not visible for inspection. Some wood boards still on top of abutments
at box beam joints. (10/15)
Elastomeric bearings, not visible for inspection. Some wood boards still on top of abutments
at box beam joints. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
8 8 7 Map cracking on NE & NW returnwalls. (10/17)
Map cracking on NE & NW returnwalls. (10/15)
Abutments are in good condition. (10/13)
14. Piers
(SIA-60)
8 8 8 Concrete filled galvanized pipe piles with concrete pile cap. Minor spall on south face of south
pier cap. Very light discoloration on the piles at the waterline. (10/17)
Concrete filled galvanized pipe piles with concrete pile cap. Minor spall on south face of south
pier cap. Very light discoloration on the piles at the waterline. (10/15)
Concrete filled pipe piles with concrete pile cap. Minor spall on south face of south pier cap.
(10/13)
15. Slope
Protection
7 7 N Rating for bridges not over water. Limestone riprap on upper portion of south slope, no riprap
along river edge. Pedestrian path with timber retaining wall at north abutment. (10/17)
Limestone riprap on upper portion of south slope, no riprap along river edge. Pedestrian path
with timber retaining wall at north abutment. (10/15)
Limestone riprap on upper portion of south slope, no riprap along river edge. Pedestrian path
with timber retaining wall at north abutment. (10/13)
16. Channel
(SIA-61)
8 8 8 Channel banks heavily vegetated with trees and brush. (10/17)
Channel banks heavily vegetated with trees and brush. (10/15)
Channel banks heavily vegetated with trees and brush. (10/13)
17. Scour
Inspection
8 8 Both abutments are completely out of the water during normal flow conditions. There is a
timber retaining wall and asphalt paved pedestrian path in front of the N abutment. The piers
consist of concrete filled pipe piles and are not scour susceptible. (10/17)
Both abutments are completely out of the water during normal flow conditions. There is a
timber retaining wall and asphalt paved pedestrian path in front of the N abutment. The piers
consist of concrete filled pipe piles and are not scour susceptible. (10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
8 7 7 Concrete approach slabs with bituminous pavement beyond. Longitudinal crack down center
of N approach slab. (10/17)
Concrete approach slabs with bituminous pavement beyond. Longitudinal crack down center
of N approach slab. (10/15)
Concrete approach pavement. (10/13)
19. Approach
Shoulders
Sidewalks
8 8 8 3/4" sidewalk settlement in SW quadrant. Concrete paving at NE & NW quads, weeds
growing in joints. Surface scaling at paving in NE quad. (10/17)
3/4" sidewalk settlement in SW quadrant. Concrete paving at NE & NW quads, weeds
growing in joints. Surface scaling at paving in NE quad. (10/15)
Minor sidewalk (3/4") settlement in SW quadrant. Concrete paving adjacent to northwest
returnwall has surface scaling and some weeds growing in joints. (10/13)
20. Approach
Slopes
Well vegetated and maintained. (10/17)
Well vegetated and maintained. (10/15)
Well vegetated and maintained. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 2 of 10
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 1 71. Water Adequacy 8
36B. Transitions 1 72. Approach Alignment 8
36C. Approach Guardrail 1 Temporary Support 0 No Temporary Supports
36D. Approach Guardrail Ends 1 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 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 3 of 10
SUPPORTING IMAGES UWWL 10/12/2017
Document Name: IMG_1570.JPG Document Name: IMG_1512.JPG
Category: Elevation Category: Approach
Span Number:Span Number:
Comments: East elevation.Comments: North approach slab looking east.
Document Name: IMG_1543.JPG Document Name: IMG_1519.JPG
Category: Approach Category: Railing
Span Number:Span Number: 3
Comments: South approach.Comments: End block in NW quadrant showing typical map
cracking.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 4 of 10
Document Name: IMG_1535.JPG Document Name: IMG_1546.JPG
Category: Joints Category: Joints
Span Number:Span Number: 1
Comments: South expansion joint device (between spans 1 and 2)
looking east.
Comments: Joint at south approach looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 5 of 10
Document Name: IMG_1511.JPG Document Name: IMG_1514.JPG
Category: Superstructure Category: Superstructure
Span Number: 3 Span Number:
Comments: Bridge looking south.Comments: Bridge looking north.
Document Name: IMG_1532.JPG Document Name: IMG_1552.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Bridge looking south.Comments: Bridge looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 6 of 10
Document Name: IMG_1554.JPG Document Name: IMG_1561.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South abutment, SW returnwall and slopewall.Comments: South abutment, east half.
Document Name: IMG_1563.JPG Document Name: PA120111.JPG
Category: Substructure Category: Substructure
Span Number:Span Number: 3
Comments: South abutment, west half.Comments: North abutment and NW returnwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 7 of 10
Document Name: PA120115.JPG Document Name: PA120117.JPG
Category: Substructure Category: Substructure
Span Number:Span Number: 3
Comments: North abutment NE returnwall.Comments: Pier 2 (north pier) north face looking south.
Document Name: PA120119.JPG Document Name: PA120123.JPG
Category: Substructure Category: Substructure
Span Number: 2 Span Number:
Comments: Pier 1 (south pier) north face looking south.Comments: South abutment SW returnwall and slopewall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 8 of 10
Document Name: PA120124.JPG Document Name: PA120127.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 2
Comments: Pier 1 (south pier) south face looking north.Comments: Pier 2 (north pier) south face looking north.
Document Name: PA120132.JPG Document Name: PA120121.JPG
Category: Substructure Category: Slope Protection
Span Number:Span Number:
Comments: South abutment SE returnwall and slopewall.Comments: Weeds growing in slope paving in NW quadrant.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 9 of 10
Document Name: IMG_1531.JPG Document Name: IMG_1523.JPG
Category: Channel Category:
Span Number:Span Number:
Comments: Channel looking west (downstream).Comments: North expansion joint device (between spans 2 and 3)
looking east.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form P2502 Printed on 11/21/2017 Page 10 of 10
Bridge History, Type, Materials
27 - Year Built 2007
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 5 05
44 - Appr Span Bridge Type
77 - Steel Type 0
78 - Paint Type 0
79 - Rail Type 9
80 - Post Type 0
107 - Deck Type 1
108A - Wearing Surface 2
108B - Membrane 0
108C - Deck Protection 1
Structure Dimensions
34 - Skew 0
35 - Struct Flared 0
45 - Num Main Spans 3
46 - Num Apprs Spans 0
48 - Max Span Length 62
49 - Structure Length 159
50A - Width Left Curb/SW 0
50B - Width Right Curb/SW 6.5
33 - Median 0
51 - Width Curb to Curb 28.1
52 - Width Out to Out 37.7
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 N
59 - Superstructure Rating 8
59A - Paint Rating N
60 - Substructure Rating 7
61 - Channel Rating 8
62 - Culvert Rating N
Navigation Data
38 - Navigation Control 0
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 1
5B - Route Signing 5
5C - Level of Service 0
5D - Route Number 00000
5E - Direction Suffix 0
10L - Best 3m Unclr-Lt 0 0
10R - Best 3m Unclr-Rt 99 99
PR Number
Control Section
11 - Mile Point 0
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003411 02
19 - Detour Length 2
20 - Toll Facility 3
26 - Functional Class 19
28A - Lanes On 2
29 - ADT 1580
30 - Year of ADT 2001
32 - Appr Roadway Width 23
32A/B - Ap Pvt Type/Width 4 24.02
42A - Service Type On 5
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 34.5
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 10
110 - Truck Network 0
114 - Future ADT 2870
115 - Year Future ADT 2027
Freeway 0
Structure Appraisal
36A - Bridge Railing 1
36B - Rail Transition 1
36C - Approach Rail 1
36D - Rail Termination 1
67 - Structure Evaluation 7
68 - Deck Geometry 5
69 - Underclearance N
71 - Waterway Adequacy 8
72 - Approach Alignment 8
103 - Temporary Structure
113 - Scour Criticality 5
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 0
148 - No. of Pin & Hangers 0
Route Under Structure (UNDER 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
28B - Lanes Under
29 - ADT
30 - Year of ADT
42B - Service Type Under 5
47L - Left Horizontal Clear
47R - Right Horizontal Clear
54A - Left Feature
54B - Left Underclearance 99 99
54C - Right Feature
54D - Right Clearance 99 99
Under Clearance Year
55A - Reference Feature N
55B - Right Horiz Clearance 99.9
56 - Left Horiz Clearance 0
100 - STRAHNET
102 - Traffic Direct
109 - Truck %
110 - Truck Network
114 - Future ADT
115 - Year Future ADT
Freeway
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 9
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 8
64F - Fed Oper Rtg Load 1.69
64MA - Mich Oper Rtg Method 8
64MB - Mich Oper Rtg 1.16
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 8
66 - Inventory Load 1.2
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS UWWL
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Slope Repair L Place additional riprap along south slope.
Joint Repair L Clean out expansion joints.
Overlay L Apply healer-sealer to deck.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3958 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
BEECH STREET 42.7213 / -84.5444 334385000971B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 159 / 37.7 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2007 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / UWWL 5 Stable w/in footing
Printed on 11/21/2017 Page 1 of 1