HomeMy WebLinkAboutMDOT_RPT_STR 3955 Aurelius over Red Cedar 2017NBI INSPECTION M3CV
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
GENERAL NOTES
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
8 8 8 Very tight map cracking throughout. Some minor diagonal cracks in SW & NE quadrants.
Some hairline longitudinal cracks. (10/17)
Some minor diagonal cracks in SW & NE quadrants. Some hairline longitudinal cracks.
(10/15)
Some hairline cracks in NW quadrant. Some very fine longitudinal crakcs. (10/13)
2. Expansion
Joints
8 8 8 Partially filled with grit. (10/17)
Partially filled with grit. (10/15)
(10/13)
3. Other
Joints
8 8 8 (10/17)
(10/15)
(10/13)
4. Railings 8 8 8 Four-tube galvanized steel with concrete end blocks on concrete brush block. (10/17)
Four-tube galvanized steel with concrete end blocks on concrete brush block. (10/15)
Four-tube galvanized steel with concrete end blocks on concrete brush block. (10/13)
5. Sidewalks
or Curbs
8 8 8 Bridge sidewalks are in good condition. (10/17)
Bridge sidewalks are in good condition. (10/15)
Bridge sidewalks are in good condition. (10/13)
6. Deck
Bottom
Surface
(SIA-58B)
N N N Galvanized steel stay-in-place forms. (10/17)
Galvanized steel stay-in-place forms. (10/15)
Galvanized steel stay-in-place forms (10/13)
7. Deck
(SIA-58)
8 8 8 Some minor hairline cracks at corners. Deck underside not visible due to stay-in-place forms.
(10/17)
Some minor hairline cracks at corners. Deck underside not visible due to stay-in-place forms.
(10/15)
Some minor hairline cracks at corners. Deck underside not visible due to stay-in-place forms.
(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 7 7 Unpainted A588 steel except at pin & hangers. light uniform layer of corrosion throughout
unpainted portions, functioning as intended. Beam end repairs at the pin & hangers. (10/17)
Unpainted A588 steel except at pin & hangers. light uniform layer of corrosion throughout
unpainted portions, functioning as intended. Beam end repairs at the pin & hangers. Detailed
inspection of pin & hangers not performed during this inspection (10/15)
Unpainted A588 steel. Uniform layer of corrosion throughout. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 1 of 9
10. Paint
(SIA-59A)
8 7 7 Beam ends zone painted at pin and hangers. Remainder of beams unpainted A588 steel.
(10/17)
Beam ends zone painted at pin and hangers. Remainder of beams unpainted A588 steel.
(10/15)
Beam ends zone painted at pin and hangers. Remainder of beams unpainted A588 steel.
(10/13)
11. Section
Loss
3 3 3 Beam ends previously repaired at pin and hangers and zone painted. (10/17)
Beam ends previously repaired at pin and hangers and zone painted. (10/15)
Beam ends previously repaired at pin and hangers and zone painted. (10/13)
12. Bearings 7 6 6 Some tilt at rocker bearings at piers. Moderate to heavy corrosion with some delamination on
exposed surface of fixed bearings at S abutment. (10/17)
Some tilt at rocker bearings at piers. Moderate to heavy corrosion with some delamination on
exposed surface of fixed bearings at S abutment. (10/15)
Some tilt at rocker bearings at piers. Moderate to heavy corrosion with some delamination at
fixed bearings at south abutment. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
7 7 7 South abutment: vertical crack under center bay, and hairline crack under 5th bay from west.
North abutment: vertical crack under center bay. (10/17)
South abutment: vertical crack under center bay, and hairline crack under 5th bay from west.
North abutment: vertical crack under center bay. (10/15)
South abutment: vertical crack under center bay, and hairline crack under 5th bay from west.
North abutment: vertical crack under center bay. (10/13)
14. Piers
(SIA-60)
7 7 7 South pier has a crack and small spall at top of construction joint on both faces. North pier
has 2 vertical cracks on N face. (10/17)
South pier has a crack and small spall at top of construction joint on both faces. (10/15)
South pier has a crack and small spall at top of construction joint on both faces. (10/13)
15. Slope
Protection
8 8 N Rating N/A for bridges over water. Cast-in-place concrete slope paving in front of both
abutments. Diagonal crack in slope paving at W end at S abutment. There is a pedestrian
path with a timber retaining wall and rip rap under the S span. (10/17)
Cast-in-place concrete slope paving in front of both abutments. Diagonal crack in slope
paving at W end at S abutment. There is a pedestrian path with a timber retaining wall and rip
rap under the S span. (10/15)
Cast-in-place concrete slope paving, diagonal crack at west end at south abutment. There is
a pedestrian path with a timber retaining wall and rip rap under the south span. (10/13)
16. Channel
(SIA-61)
7 7 7 Banks are well vegetated. Numerous logs caught on upstream end of N pier. (10/17)
Banks are well vegetated. Log caught on upstream end of N pier. (10/15)
Banks are well vegetated. (10/13)
17. Scour
Inspection
7 7 The abutments are completely out of the water during normal flow conditions. There is a
timber retaining wall and paved pedestrian path in front of the south abutment. The piers are
in the water. No evidence of scour was noted. (10/17)
The abutments are completely out of the water during normal flow conditions. There is a
timber retaining wall and paved pedestrian path in front of the south abutment. The piers are
in the water. No evidence of scour was noted. (10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
8 8 8 Concrete approach pavement. (10/17)
Concrete approach pavement. (10/15)
Concrete approach pavement. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 2 of 9
19. Approach
Shoulders
Sidewalks
8 6 6 Approach sidewalks and shoulders in good condition. Minor settlement of approach
sidewalks. Some dents in guardrail beyond the bridge. (10/17)
Approach sidewalks and shoulders in good condition. Minor settlement of approach
sidewalks. Some dents in guardrail beyond the bridge. (10/15)
Approach sidewalks and shoulders in good condition. Minor settlement of approach
sidewalks. (10/13)
20. Approach
Slopes
Well vegetated. (10/17)
Well vegetated. (10/15)
Well vegetated. (10/13)
21. Utilities Watermain in 1st bay from west. (10/17)
Watermain in 1st bay from west. (10/15)
Watermain in 1st bay from west (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 9
36B. Transitions 1 72. Approach Alignment 8
36C. Approach Guardrail 1 Temporary Support 0 No Temporary Supports
36D. Approach Guardrail Ends 0 High Load Hit (M)No
Special Insp. Equipment 2
Underwater Insp. Method 1
False Decking (Timber) Removed to Complete Inspection N/A - No False Decking
Critical Feature Inspections (SIA-92)
Freq Date
92A. Fracture Critical
92B. Underwater 60 10/23/2015
92C. Other Special
92D. Fatigue Sensitive
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 3 of 9
SUPPORTING IMAGES M3CV 10/10/2017
Document Name: PA100977.JPG Document Name: PA101023.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: East elevation.Comments: West elevation.
Document Name: IMG_1071.JPG Document Name: IMG_1106.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: South approach looking south.Comments: North approach looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 4 of 9
Document Name: IMG_1074.JPG Document Name: IMG_1108.JPG
Category: Deck Category: Deck
Span Number:Span Number:
Comments: Deck and east sidewalk looking north.Comments: Bridge deck looking south.
Document Name: PA100997.JPG Document Name: PA101003.JPG
Category: Superstructure Category: Superstructure
Span Number: 3 Span Number: 1
Comments: Underside north span looking north.Comments: Underside span 1 (south span), looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 5 of 9
Document Name: PA101010.JPG Document Name: PA101016.JPG
Category: Superstructure Category: Superstructure
Span Number: 2 Span Number: 2
Comments: Underside span 2 (middle span), looking north.Comments: Underside span 2 (middle span), looking south)
Document Name: PA100978.JPG Document Name: PA100979.JPG
Category: Substructure Category: Substructure
Span Number: 2 Span Number: 1
Comments: Pier 2 (north pier), south face.Comments: Pier 1, (south pier), south face.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 6 of 9
Document Name: PA100984.JPG Document Name: PA100985.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 1
Comments: Abutment A (south abutment), west end.Comments: Crack in middle of abutment A (south abutment).
Document Name: PA100988.JPG Document Name: PA100991.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 3
Comments: Abutment A (south abutment), east end.Comments: Abutment B (north abutment), east end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 7 of 9
Document Name: PA100993.JPG Document Name: PA100994.JPG
Category: Substructure Category: Substructure
Span Number: 3 Span Number: 3
Comments: Abutment B (north abutment), west end.Comments: Pier 2 (north pier), north face.
Document Name: PA101015.JPG Document Name: IMG_1091.JPG
Category: Substructure Category: Channel
Span Number: 2 Span Number:
Comments: Pier 1 (south pier), north face.Comments: Looking east (upstream)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 8 of 9
Document Name: IMG_1121.JPG
Category: Channel
Span Number:
Comments: Looking west (downstream).
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 9 of 9
Bridge History, Type, Materials
27 - Year Built 1972
106 - Year Reconstructed 2009
202 - Year Painted
203 - Year Overlay 2002
43 - Main Span Bridge Type 3 32
44 - Appr Span Bridge Type
77 - Steel Type 4
78 - Paint Type 0
79 - Rail Type 6
80 - Post Type 0
107 - Deck Type 1
108A - Wearing Surface 1
108B - Membrane 0
108C - Deck Protection 1
Structure Dimensions
34 - Skew 25
35 - Struct Flared 0
45 - Num Main Spans 3
46 - Num Apprs Spans 0
48 - Max Span Length 65
49 - Structure Length 195
50A - Width Left Curb/SW 13.7
50B - Width Right Curb/SW 9.3
33 - Median 0
51 - Width Curb to Curb 34.1
52 - Width Out to Out 60.1
112 - NBIS Length Y
Inspection Data
90 - Inspection Date 10/10/2017
91 - Inspection Freq 24
92A - Frac Crit Req/Freq N
93A - Frac Crit Insp Date
92B - Und Water Req/Freq Y 60
93B - Und Water Insp Date 10/23/2015
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 1
58 - Deck Rating 8
58A/B - Deck Surface/Bottom 8 N
59 - Superstructure Rating 7
59A - Paint Rating 7
60 - Substructure Rating 7
61 - Channel Rating 7
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 1
5D - Route Number 02003
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
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003594 01
19 - Detour Length 2
20 - Toll Facility 3
26 - Functional Class 16
28A - Lanes On 2
29 - ADT 9450
30 - Year of ADT 2010
32 - Appr Roadway Width 68.9
32A/B - Ap Pvt Type/Width 5 69
42A - Service Type On 5
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 52.5
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 0
110 - Truck Network 0
114 - Future ADT 10543
115 - Year Future ADT 2021
Freeway 0
Structure Appraisal
36A - Bridge Railing 1
36B - Rail Transition 1
36C - Approach Rail 1
36D - Rail Termination 0
67 - Structure Evaluation 7
68 - Deck Geometry 4
69 - Underclearance N
71 - Waterway Adequacy 9
72 - Approach Alignment 8
103 - Temporary Structure
113 - Scour Criticality 3
Miscellaneous
37 - Historical Significance 5
98A - Border Bridge State
98B - Border Bridge %
101 - Parallel Structure N
EPA ID MIK976552893
Stay in Place Forms 1
143 - Pin & Hanger Code 1
148 - No. of Pin & Hangers 22
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 6
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 6
64F - Fed Oper Rtg Load 1.61
64MA - Mich Oper Rtg Method 6
64MB - Mich Oper Rtg 1.05
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 6
66 - Inventory Load .96
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS M3CV
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Joint Repair L Clean out expansion joints.
Other L Remove logs and branches from N pier.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3955 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.7163 / -84.5227 334385000151B01 Good Condition(7)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 195 / 60.1 / 3 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1972 / 2009 / / 2002 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 32 Multi Str Comp 10/10/2017 / M3CV 3 SC - Unstable
Printed on 11/21/2017 Page 1 of 1