HomeMy WebLinkAboutMDOT_RPT_STR 3932 Mt Hope over Sycamore Creek 2017NBI INSPECTION OV53
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)
9 8 8 Some longitudinal hairline cracks. Minor cracks over the pier. (10/17)
Some longitudinal hairline cracks. Minor cracks over the pier. (10/15)
New bridge deck 2013. (10/13)
2. Expansion
Joints
N N N No expansion joints on bridge. Deck continuous over the pier with link slab. (10/17)
No expansion joints on bridge. Deck continuous over the pier with link slab. (10/15)
No expansion joints on bridge. New deck continuous over the pier. (10/13)
3. Other
Joints
9 8 8 Construction joints in good condition. (10/17)
Construction joints in good condition. (10/15)
New deck and approach slab. Construction joints in good condition. (10/13)
4. Railings 9 8 8 Four-tube painted steel railings on each on traffic side of sidewalks. Pedestrian railings on
fascia side of sidewalks. (10/17)
Four-tube painted steel railings on each on traffic side of sidewalks. Pedestrian railings on
fascia side of sidewalks. (10/15)
Four-tube painted steel railings on each on traffic side of sidewalks. Pedestrian railings on
fascia side of sidewalks. (10/13)
5. Sidewalks
or Curbs
9 8 8 Scattered hairline transverse cracks. Minor transverse cracks over the pier. (10/17)
Scattered hairline cracks. Minor cracks over the pier. (10/15)
New sidewalks. (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)
9 8 8 Minor hairline cracks. Underside could not be inspected due to stay-in-place forms. (10/17)
Minor hairline cracks. Underside could not be inspected due to stay-in-place forms. (10/15)
New bridge deck. (10/13)
8. Drainage No drains on bridge deck. (10/17)
No drains on bridge deck. (10/15)
No drains on bridge deck. (10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
9. Stringer
(SIA-59)
5 5 5 Steel beams with cover plates, cleaned and painted in 2013. Isolated areas of minor of
section loss visible: N fascia beams at backwalls and along top of bottom flange on fascia
side, 2nd beam from north in E span, 2nd beams from north and south in W span. (10/17)
Steel beams with cover plates, cleaned and painted in 2013. Isolated areas of minor of
section loss visible: north fascia beams at backwalls and along top of bottom flange on fascia
side, 2nd beam from north in E span, 2nd beams from north and south in W span. (10/15)
Steel beams with cover plates, cleaned and painted in 2013. Isolated areas of minor of
section loss visible: north fascia beams at backwalls and along top of bottom flange on fascia
side, 2nd beam from north in east span, 2nd beams from north and south in west span.
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 1 of 12
10. Paint
(SIA-59A)
9 6 6 Steel beams repainted 2013. 4th beam from N in W span: two areas of top coat peeled off on
bottom flange, freckled rust on bottom flange at W abutment. Rust spots on utility supports,
2nd bay from S and 1st bay from N. Rust spots on pier bearings, 4th-7th from S on W side &
6th-8th from S on E side. Rust around edges of bearing plates at abutments. Light rust
where SIP forms welded to beam top flanges. (10/17)
Steel beams repainted 2013. 4th beam from N in W span: two areas (10"x44" & 4"x4") of top
coat peeled off on bottom flange, freckled rust on bottom flange at W abutment. Rust spots
on utility supports, 2nd bay from S and 1st bay from N. Rust spots on pier bearings, 4th-7th
from S on W side & 6th-8th from S on E side. Rust around edges of bearing plates at
abutments. Light rust where SIP forms welded to beam top flanges. (10/15)
Steel beams repainted 2013. (10/13)
11. Section
Loss
3 3 3 Bolted beam end repairs on all beam ends at the pier. (10/17)
Bolted beam end repairs on all beam ends at the pier. (10/15)
Bolted beam end repairs on all beam ends at the pier. (10/13)
12. Bearings 8 7 7 Spot rust on some pier bearings. Rust around edges of bearing plates at abutments, heaviest
at first two bearings from each fascia. (10/17)
Spot rust on some pier bearings. Rust around edges of bearing plates at abutments. (10/15)
Bearings repainted. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
7 7 7 Newer slopewalls in all four quadrants. (10/17)
Newer slopewalls in all four quadrants. (10/15)
New slopewalls in all four quadrants. (10/13)
14. Piers
(SIA-60)
7 7 7 Some light scaling on east face at south end. (10/17)
Some light scaling on east face at south end. Rip rap at each end of pier at nosings. (10/15)
Some light scaling on east face at south end. New rip rap at each end of pier at nosings.
(10/13)
15. Slope
Protection
5 5 N Rating N/A for bridges over water. Grouted riprap on slopes in front of abutments. Some
large cracks and displacement where rip rap has slid toward the channel. (10/17)
Grouted riprap on slopes in front of abutments. Some large cracks and displacement where
rip rap has slid toward the channel. (10/15)
Grouted riprap on slopes in front of abutments. Some large cracks and displacement. (10/13)
16. Channel
(SIA-61)
5 5 5 Small vegetation covered island in west channel upstream. Some debris along channel banks
upstream and down. (10/17)
Small vegetation covered island in west channel upstream. Some debris along channel banks
upstream and down. (10/15)
Small vegetation covered island in west channel upstream. Some debris along channel banks
upstream and down. (10/13)
17. Scour
Inspection
7 7 Abutments are out of the water during normal flow conditions. Pier is in the water and
protected by rip rap at each end at nosings. There is no evidence of scour around the pier.
There is some buildup of soft silt along each pier face. (10/17)
Abutments are out of the water during normal flow conditions. Pier is in the water and
protected by rip rap at each end. There is no evidence of scour around the pier. There is
some buildup of silt along each pier face. (10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
9 8 8 Newer approach pavement. (10/17)
New approach pavement in 2013. (10/15)
New approach pavement. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 2 of 12
19. Approach
Shoulders
Sidewalks
9 8 4 Newer approach sidewalks. Some settlement adjacent to bridge: 1/2" SW, 1" SE, 1" NW,
5/8" NE. Rating is based on settlement. (10/17)
New approach sidewalks in 2013. (10/15)
New approach sidewalks. (10/13)
20. Approach
Slopes
Heavily vegetated. (10/17)
Heavily vegetated. (10/15)
Heavily vegetated. (10/13)
21. Utilities Watermain in 1st bay from north. (10/17)
Watermain in 1st bay from north. (10/15)
Watermain in 1st bay from north with new pipe supports. The "Transite" conduits in 2nd bay
from south were removed as part of the 2013 rehabilitation. (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 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 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 3 of 12
SUPPORTING IMAGES OV53 10/10/2017
Document Name: PA101036.JPG Document Name: PA101048.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: South elevation.Comments: North elevation.
Document Name: IMG_1143.JPG Document Name: IMG_1144.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: West approach.Comments: West concrete approach slab, looking south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 4 of 12
Document Name: IMG_1164.JPG Document Name: IMG_1165.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: East concrete approach slab, looking south.Comments: East approach.
Document Name: IMG_1148.JPG Document Name: IMG_1170.JPG
Category: Deck Category: Deck
Span Number:Span Number:
Comments: North sidewalk, looking east.Comments: Bridge looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 5 of 12
Document Name: IMG_1173.JPG Document Name: IMG_1181.JPG
Category: Deck Category: Deck
Span Number:Span Number:
Comments: Bridge deck looking northwest.Comments: Deck and link slab over pier.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 6 of 12
Document Name: IMG_1189.JPG Document Name: IMG_1191.JPG
Category: Deck Category: Deck
Span Number:Span Number:
Comments: South sidewalk looking east.Comments: Bridge looking east.
Document Name: PA101028.JPG Document Name: PA101029.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Typical corrosion / loss of section on beam at former
deck drain locations.
Comments: Peeling coating at eight beam from south - west span.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 7 of 12
Document Name: PA101046.JPG Document Name: PA101052.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 2
Comments: West span, bay 10 from south.Comments: East span, bays 9 and 10 from south.
Document Name: PA101054.JPG Document Name: PA101056.JPG
Category: Superstructure Category: Superstructure
Span Number: 2 Span Number: 2
Comments: East span, bays 6 and 7 from south.Comments: East span, bay 3 from south.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 8 of 12
Document Name: PA101057.JPG Document Name: PA101026.JPG
Category: Superstructure Category: Substructure
Span Number: 2 Span Number: 1
Comments: East span, bays 1 and 2 from south.Comments: West abutment, looking south.
Document Name: PA101027.JPG Document Name: PA101031.JPG
Category: Substructure Category: Substructure
Span Number: 2 Span Number: 1
Comments: East pier face.Comments: West abutment, looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 9 of 12
Document Name: PA101033.JPG Document Name: PA101035.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 1
Comments: Southwest slopewall.Comments: West pier face.
Document Name: PA101050.JPG Document Name: PA101066.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 2
Comments: Northwest slopewall.Comments: East abutment, north end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 10 of 12
Document Name: PA101067.JPG Document Name: PA101068.JPG
Category: Substructure Category: Substructure
Span Number: 2 Span Number: 2
Comments: East abutment, looking south.Comments: Southeast slopewall.
Document Name: PA101069.JPG Document Name: IMG_1153.JPG
Category: Substructure Category: Channel
Span Number:Span Number:
Comments: Northeast slopewall.Comments: Channel looking north (downstream).
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 11 of 12
Document Name: IMG_1177.JPG
Category: Channel
Span Number:
Comments: Channel looking south (upstream).
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form P2502 Printed on 11/21/2017 Page 12 of 12
Bridge History, Type, Materials
27 - Year Built 1962
106 - Year Reconstructed 2013
202 - Year Painted 2013
203 - Year Overlay
43 - Main Span Bridge Type 3 32
44 - Appr Span Bridge Type
77 - Steel Type 2
78 - Paint Type 4
79 - Rail Type 9
80 - Post Type 1
107 - Deck Type 1
108A - Wearing Surface 1
108B - Membrane 0
108C - Deck Protection 1
Structure Dimensions
34 - Skew 0
35 - Struct Flared 0
45 - Num Main Spans 2
46 - Num Apprs Spans 0
48 - Max Span Length 53.3
49 - Structure Length 110
50A - Width Left Curb/SW 7.4
50B - Width Right Curb/SW 7.4
33 - Median 0
51 - Width Curb to Curb 41.3
52 - Width Out to Out 61.5
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 8
58A/B - Deck Surface/Bottom 8 N
59 - Superstructure Rating 5
59A - Paint Rating 6
60 - Substructure Rating 7
61 - Channel Rating 5
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 0000003429 06
19 - Detour Length 3
20 - Toll Facility 3
26 - Functional Class 16
28A - Lanes On 2
29 - ADT 8725
30 - Year of ADT 2013
32 - Appr Roadway Width 41.3
32A/B - Ap Pvt Type/Width 4 38.48
42A - Service Type On 5
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 41.3
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 10847
115 - Year Future ADT 2033
Freeway 0
Structure Appraisal
36A - Bridge Railing 1
36B - Rail Transition 1
36C - Approach Rail 1
36D - Rail Termination 1
67 - Structure Evaluation 5
68 - Deck Geometry 5
69 - Underclearance N
71 - Waterway Adequacy 8
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 MIK158385036
Stay in Place Forms 1
143 - Pin & Hanger Code
148 - No. of Pin & Hangers
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 8
64F - Fed Oper Rtg Load 1.18
64MA - Mich Oper Rtg Method 8
64MB - Mich Oper Rtg 1.04
64MC - Mich Oper Truck 16
65 - Inv Rtg Method 8
66 - Inventory Load .91
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS OV53
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Appr. Pavement M Place bit. wedges at approach sidewalks.
Zone Paint M Repair peeling paint and rust spots on beams.
Other L Patch cracks in rip rap at abutments.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3932 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
MT HOPE AVENUE 42.7119 / -84.5292 334385000038B01 Fair Condition(5)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 110 / 61.5 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1962 / 2013 / 2013 /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 / OV53 3 SC - Unstable
Printed on 11/21/2017 Page 1 of 1