HomeMy WebLinkAboutMDOT_RPT_STR 3954 Aurelius over Sycamore Creek 2017NBI INSPECTION 0DU8
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
GENERAL NOTES
Bridge had maintenance work in 2017 including deck patching, epoxy overlay and east sidewalk curb face patching.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
7 7 9 Deck patching and new epoxy overlay (2017). (10/17)
Diagonal cracks in NW and SE corners. Vertical cracks at deck fascia at approx 3' spacing.
Shallow spalls or incipient spalls with rust stains on underside of fascias. (10/15)
Diagonal cracks in NW and SE corners. Vertical cracks at deck fascia at approx 3' spacing.
Shallow spalls or incipient spalls with rust stains on underside of fascias. (10/13)
2. Expansion
Joints
N N N No expansion joints on bridge. (10/17)
No expansion joints on bridge. (10/15)
No expansion joints on bridge. (10/13)
3. Other
Joints
5 7 7 Newer approach pavement. Joints at bridge reference lines in good condition. (10/17)
Newer approach pavement. Joints at bridge reference lines in good condition. (10/15)
Settlement, cracking and bituminous patches at approach pavement at each end of bridge.
(10/13)
4. Railings 6 6 6 Concrete open parapet railing with one tube aluminum rail. Concrete railing has rusty cracks
with shallow spalls on the posts (14 W side, 4 E side) and some scattered vertical hairline
cracks on the horizontal rail. 8' longitudinal crack on face near top of W rail at N end, 6"x10"
spall on face at S end, dent in tube rail near N end. New pedestrian chain link fencing on W
railing. New concrete end block in SW quad, but no approach guardrail. (10/17)
Concrete open parapet railing with one tube aluminum rail. Concrete railing has rusty cracks
with shallow spalls on the posts (14 W side, 4 E side) and some scattered vertical hairline
cracks on the horizontal rail. 8' longitudinal crack on face near top of W rail at N end, 6"x10"
spall on face at S end, dent in tube rail near N end. New pedestrian chain link fencing on W
railing. New concrete end block in SW quad, but no approach guardrail. (10/15)
Concrete open parapet railing with one tube aluminum rail. The concrete railing has rusty
cracks with shallow spalls on the posts (14 posts W side, 4 posts E side) and some scattered
vertical hairline cracks on the horizontal rail. 8' longitudinal crack on top of W rail at N end.
(10/13)
5. Sidewalks
or Curbs
7 7 7 West sidewalk: Newer 6' widening. East sidewalk: Four new concrete patches along curbline.
Minor shallow spall on curb face at south end. Hairline transverse cracks. Some shallow
spalls on fascia at N end. (10/17)
West sidewalk: New 6' widening. East sidewalk: Hairline transverse cracks, five spalls (7", 6",
18", 12" and 30") along gutterline, some to rebar. Some shallow spalls on fascia at N end.
(10/15)
West sidewalk: Two 6" spalls on west fascia. East sidewalk: Hairline transverse cracks, five
spalls (7", 6", 18", 12" and 30") along gutterline. (10/13)
6. Deck
Bottom
Surface
(SIA-58B)
7 7 7 Leaching diagonal cracks in NW and SE corners. One crack in SW quadrant. (10/17)
Leaching cracks in NW and SE corners corresponding to cracks on deck surface. One crack
in SW quadrant. (10/15)
Leaching cracks in NW and SE corners corresponding to cracks on deck surface. One crack
in SW quadrant. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 1 of 9
7. Deck
(SIA-58)
7 7 7 Cracks in NW and SE corners on bottom. Vertical cracking with spalls or incipient spalls on
deck fascias. (10/17)
Cracks in NW and SE corners, both top and bottom. Vertical cracking with spalls or incipient
spalls on deck fascias. (10/15)
Cracks in NW and SE corners, both top and bottom. Vertical cracking with spalls or incipient
spalls on deck fascias. (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)
7 7 7 Unpainted A588 rolled steel beams with cover plates. Beams have uniform corrosion with
light flaking rust. Minor rust at abutments on fascia beams. (10/17)
Unpainted A588 rolled steel beams with cover plates. Beams have uniform corrosion with
light flaking rust. Minor rust at abutments on fascia beams. (10/15)
Unpainted A588 rolled steel beams with cover plates. Beams have uniform corrosion with
light flaking rust. Minor rust at abutments on fascia beams. (10/13)
10. Paint
(SIA-59A)
N N N Unpainted A588 steel. (10/17)
Unpainted A588 steel. (10/15)
Unpainted A588 steel. (10/13)
11. Section
Loss
N N N Beam ends are encased in concrete backwall. (10/17)
Beam ends are encased in concrete backwall. (10/15)
Beam ends are encased in concrete backwall. (10/13)
12. Bearings 7 7 7 Encased in concrete backwall. Corrosion with flaking rust of bearing sole plates. (10/17)
Encased in concrete backwall. Corrosion with flaking rust of bearing sole plates. (10/15)
Encased in concrete backwall. Corrosion with flaking rust of bearing sole plates. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
8 8 8 Some vertical hairline cracks. Rust stains under beams at north abutment indicating that
backwall is leaking. (10/17)
Some vertical hairline cracks. Rust stains under beams at north abutment indicating that
backwall is leaking. (10/15)
Some vertical hairline cracks. Rust stains under beams at north abutment indicating that
backwall is leaking. (10/13)
14. Piers
(SIA-60)
N N N (10/17)
(10/15)
(10/13)
15. Slope
Protection
7 7 N Rating N/A for bridges over water. Cast-in-place concrete slope paving in front of abutments
in good condition. (10/17)
Cast-in-place concrete slope paving in front of abutments. (10/15)
Cast-in-place concrete slope paving in front of abutments. (10/13)
16. Channel
(SIA-61)
8 8 8 Channel slopes heavily vegetated. (10/17)
Channel slopes heavily vegetated. (10/15)
Channel slopes heavily vegetated. (10/13)
17. Scour
Inspection
8 8 Face of abutments are out of the water under normal flow conditions. Abutments are
protected by cast-in-place concrete slope paving. Channel bottom deeper where drainage
pipes penetrate abutment walls. No evidence of scour was noted. (10/17)
Face of abutments are out of the water under normal flow conditions. Abutments are
protected by cast-in-place concrete slope paving. No evidence of scour was noted. (10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 2 of 9
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
4 8 8 Newer bituminous pavement both approaches. (10/17)
New bituminous pavement both approaches. (10/15)
Bituminous approach pavement Heavily settled, cracked and patched at both abutments,
southbound lanes more heavily patched. (10/13)
19. Approach
Shoulders
Sidewalks
4 8 8 Newer concrete sidewalk in SW, NW & NE quads. (10/17)
New concrete sidewalk in SW, NW & NE quads, asphalt path in SW quad. (10/15)
Approach sidewalk settled in all four quadrants. Settled 4" in NW and NE quadrants and 3" in
SW and SE quadrants. (10/13)
20. Approach
Slopes
Slopes heavily vegetated. Approach guardrail dented in SE and NW quads. (10/17)
Slopes heavily vegetated. Approach guardrail dented in SE and NW quads. (10/15)
Slopes heavily vegetated. Approach guardrail dented in SE and NW quadrants. (10/13)
21. Utilities (10/17)
(10/15)
Concrete storm sewer pipe penetrating the middle of each abutment. (10/13)
22. Drainage
Culverts
(10/17)
(10/15)
(10/13)
MISCELLANEOUS
Guard Rail Other Items
Item Rating Item Rating
36A. Bridge Railings 0 71. Water Adequacy 7
36B. Transitions 0 72. Approach Alignment 8
36C. Approach Guardrail 0 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
92C. Other Special
92D. Fatigue Sensitive
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 3 of 9
SUPPORTING IMAGES 0DU8 10/10/2017
Document Name: PA100847.JPG Document Name: PA100873.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: East elevation.Comments: west elevation.
Document Name: IMG_0817.JPG Document Name: IMG_0818.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: North approach, looking north.Comments: South approach, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 4 of 9
Document Name: IMG_0777.JPG Document Name: IMG_0814.JPG
Category: Railing Category: Railing
Span Number: 1 Span Number: 1
Comments: East railing.Comments: West railing.
Document Name: IMG_0779.JPG Document Name: IMG_0788.JPG
Category: Deck Category: Deck
Span Number:Span Number:
Comments: West sidewalk, looking north.Comments: West sidewalk, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 5 of 9
Document Name: IMG_0792.JPG Document Name: IMG_0800.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number: 1
Comments: Bridge looking south.Comments: Sidewalk curb repair, fourth patch from south.
Document Name: IMG_0801.JPG Document Name: IMG_0802.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number: 1
Comments: Sidewalk curb repair, third patch from south.Comments: Sidewalk curb repair, second patch from south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 6 of 9
Document Name: IMG_0803.JPG Document Name: IMG_0810.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number: 1
Comments: Sidewalk curb repair, first patch from south.Comments: Bridge looking north.
Document Name: PA100851.JPG Document Name: PA100857.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Underside of deck at bay 7W, south abutment.Comments: Typical underside of superstructure, looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 7 of 9
Document Name: PA100864.JPG Document Name: PA100874.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Underside of deck and backwall at bay 1W, south
abutment.
Comments: West fascia, north half.
Document Name: PA100876.JPG Document Name: PA100878.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: West fascia, south half.Comments: Underside of deck at bay 2W, north abutment.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 8 of 9
Document Name: PA100865.JPG Document Name: PA100879.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 1
Comments: South abutment.Comments: North abutment.
Document Name: IMG_0804.JPG Document Name: IMG_0816.JPG
Category: Channel Category: Channel
Span Number:Span Number:
Comments: Looking east (upstream).Comments: Looking west (downstream).
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 9 of 9
Bridge History, Type, Materials
27 - Year Built 1978
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay 2017
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 5
108B - Membrane 0
108C - Deck Protection 0
Structure Dimensions
34 - Skew 30
35 - Struct Flared 0
45 - Num Main Spans 1
46 - Num Apprs Spans 0
48 - Max Span Length 65
49 - Structure Length 65
50A - Width Left Curb/SW 10.5
50B - Width Right Curb/SW 5
33 - Median 0
51 - Width Curb to Curb 41.5
52 - Width Out to Out 59.4
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 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 1
58 - Deck Rating 7
58A/B - Deck Surface/Bottom 9 7
59 - Superstructure Rating 7
59A - Paint Rating N
60 - Substructure Rating 8
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 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 0
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 3
29 - ADT 5500
30 - Year of ADT 2015
32 - Appr Roadway Width 46.9
32A/B - Ap Pvt Type/Width 4 46.92
42A - Service Type On 5
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 41.5
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 2
110 - Truck Network 0
114 - Future ADT 6325
115 - Year Future ADT 2035
Freeway 0
Structure Appraisal
36A - Bridge Railing 0
36B - Rail Transition 0
36C - Approach Rail 0
36D - Rail Termination 0
67 - Structure Evaluation 7
68 - Deck Geometry 4
69 - Underclearance N
71 - Waterway Adequacy 7
72 - Approach Alignment 8
103 - Temporary Structure
113 - Scour Criticality 7
Miscellaneous
37 - Historical Significance 5
98A - Border Bridge State
98B - Border Bridge %
101 - Parallel Structure N
EPA ID
Stay in Place Forms 0
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 6
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 6
64F - Fed Oper Rtg Load 2.81
64MA - Mich Oper Rtg Method 6
64MB - Mich Oper Rtg 1.68
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 6
66 - Inventory Load 1.68
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS 0DU8
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Railing Repair M Upgrade east bridge railing to meet AASHTO standards for clear
openings.
Other M Replace approach guardrail.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3954 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
AURELIUS ROAD 42.6843 / -84.5234 334385000150B01 Good Condition(7)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 65 / 59.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1978 / / / 2017 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 / 0DU8 7 Countermeasures
Printed on 11/21/2017 Page 1 of 1