HomeMy WebLinkAboutMDOT_RPT_STR 3948 S Washington over Grand River 2017NBI INSPECTION 0V6K
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)
7 7 7 Diagonal hairline cracks at corners of deck. Scattered transverse & longitudinal cracks
throughout. Minor chipping/spalling along south ref. line, mainly NB lane. Scattered vertical
cracks on fascias. Median curbs across length of bridge deck with dirt and plants between
curbs. (10/17)
Diagonal hairline cracks at corners of deck. Scattered transverse & longitudinal cracks
throughout. Scattered vertical cracks on fascias. Median curbs across length of bridge deck
with dirt and plants between curbs. (10/15)
Diagonal hairline cracks at corners of deck. Scattered transverse cracks throughout, mainly
near abutments. Very slight cracking on fascias. New median curbs installed across bridge
deck with dirt and plants between curbs. (10/13)
2. Expansion
Joints
6 6 6 Expansion joint at north abutment. Cracks in backwall adjacent to joint. Corrosion of beam
ends indicates possible leakage. Plate missing over expansion joint at north end of east
sidewalk. (10/17)
Expansion joint at north abutment. Corrosion of beam ends indicates possible leakage. Plate
missing over expansion joint at north end of east sidewalk. (10/15)
Expansion joint at north abutment. Corrosion of beam ends indicates some leakage. Plate
missing over expansion joint at north end of east sidewalk. (10/13)
3. Other
Joints
8 8 6 Newer approach pavement. (10/17)
Newer approach pavement. (10/15)
New approach pavement. (10/13)
4. Railings 7 7 7 Concrete open parapet with two-tube aluminum railing. Some minor cracking and some minor
chips in posts (no exposed rebar). Minor spall in one parapet post on east railing. Minor dent
on west tube rail. 4" hole in tube at SE returnwall. (10/17)
Concrete open parapet with two-tube aluminum railing. Some minor cracking and some minor
chips in posts (no exposed rebar). Minor spall in one parapet post on east railing. Minor dent
on west tube rail. 4" hole in tube at SE returnwall. (10/15)
Concrete open parapet with two-tube aluminum railing. Some minor cracking and some minor
chips in posts (no exposed rebar). Minor spall in one parapet post on east railing. Minor dent
on west tube rail. (10/13)
5. Sidewalks
or Curbs
6 6 6 Irregular longitudinal and transverse cracks on top surface. Full length crack both sidewalks
1' from face of railing. Plate missing over expansion joint at north end of east sidewalk. Spall
on face of E sidewalk at expansion joint. (10/17)
Irregular longitudinal and transverse cracks on top surface. Full length crack both sidewalks
1' from face of railing. Plate missing over expansion joint at north end of east sidewalk. Spall
on face of E sidewalk at expansion joint. (10/15)
Irregular longitudinal and transverse cracks on top surface. Plate missing over expansion
joint at north end of east sidewalk. (10/13)
6. Deck
Bottom
Surface
(SIA-58B)
7 7 7 Leaching cracks corresponding to cracks on deck surface, mainly second bay from each
fascia. (10/17)
Leaching cracks corresponding to cracks on deck surface, mainly second bay from each
fascia. (10/15)
Leaching cracks corresponding to cracks on deck surface, mainly second bay from each
fascia. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 1 of 14
7. Deck
(SIA-58)
7 7 7 Some hairline cracks on deck surface and leaching cracks on deck underside. (10/17)
Some hairline cracks on deck surface and leaching cracks on deck underside. (10/15)
Some hairline cracks on deck surface and leaching cracks on deck underside. (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 5 Painted steel plate girders with bolted splices. Light to moderate rust on N end of bottom
flange, 3rd & 4th beams from W. Moderate rust on northernmost 30-feet of bottom flange of
9th beam from W. Some corrosion on adjacent cross frames. (10/17)
Painted steel plate girders with bolted splices. Light to moderate rust on N end of bottom
flange, 3rd & 4th beams from W. Moderate rust on northernmost 30-feet of bottom flange of
9th beam from W. Some corrosion on adjacent cross frames. (10/15)
Painted steel plate girders with bolted splices. Light to moderate rust on bottom flange of 4th
beam from west. Moderate rust on northernmost 30-feet of bottom flange of 9th beam from
west. Some corrosion on adjacent cross frames. (10/13)
10. Paint
(SIA-59A)
6 6 5 Light scattered spotted rust along edges of bottom flanges, diaphragms and utility supports.
Rust at north end of bottom flange of 4th and 9th beams from W. (10/17)
Light scattered spotted rust along edges of bottom flanges, diaphragms and utility supports.
Rust at north end of bottom flange of 4th and 9th beams from W. (10/15)
Light scattered spotted rust. Rust at north end of bottom flange of 4th and 9th beams from
west. (10/13)
11. Section
Loss
2 2 2 Moderate rust on bottom at north end of 3rd, 4th & 9th beams from W. Some delamination of
bottom flange of 9th beam from W. (10/17)
Moderate rust on bottom at north end of 3rd, 4th & 9th beams from W. Some delamination of
bottom flange of 9th beam from W. (10/15)
Moderate rust on bottom at north end of 4th and 9th beams from west. (10/13)
12. Bearings 7 7 6 Light to moderate corrosion on rocker bearings at N abutment. Heaviest at 2nd beam from E
and W. (10/17)
Light to moderate corrosion on rocker bearings at N abutment. Heaviest at 2nd beam from E
and W. (10/15)
Light to moderate corrosion on rocker bearings at north abutment. Heaviest at 2nd beam
from east and west. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
7 7 6 Some vertical hairline cracks on face of abutments. Leaching map cracks at SE, NW and NE
returnwalls. Diagonal crack at SW returnwall. Shallow spall on face of S abutment at E end.
N abutment damp under 3rd & 9th beams from W. (10/17)
Some vertrical hairline cracks on face of abutments. Leaching map cracks at SE, NW and NE
returnwalls. Diagonal crack at SW returnwall. Shallow spall on face of S abutment at E end.
N abutment damp under 3rd & 9th beams from W. (10/15)
Some hairline cracks on face of abutments. Leaching map cracks at SE, NW and NE
returnwalls. Diagonal crack at SW returnwall. (10/13)
14. Piers
(SIA-60)
N N N (10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 2 of 14
15. Slope
Protection
8 8 N Rating N/A for bridges over water. Paved pedestrian path with cast-in-place concrete
retaining wall in front of S abutment. Cast-in-place concrete slope paving in front of N
abutment. A few cracked panels. (10/17)
Paved pedestrian path with cast-in-place concrete retaining wall in front of S abutment. Cast-
in-place concrete slope paving in front of N abutment. A few cracked panels. (10/15)
Paved pedestrian path with cast-in-place concrete retaining wall in front of south abutment.
Cast-in-place concrete slope paving in front of north abutment. A few cracked panels (10/13)
16. Channel
(SIA-61)
8 8 8 (10/17)
(10/15)
(10/13)
17. Scour
Inspection
8 8 Abutments are completely out of the water under normal flow conditions and are protected by
cast-in-place concrete slope paving. No scour was noted. (10/17)
Abutments are completely out of the water under normal flow conditions and are protected by
cast-in-place concrete slope paving. No scour was noted. (10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
9 8 7 Bituminous pavement. Settlement of manhole cover in NE quadrant in NB lane. Some cracks
adjacent to manhole. (10/17)
Newer approach pavement. (10/15)
New approach pavement. (10/13)
19. Approach
Shoulders
Sidewalks
9 8 7 Newer approach sidewalks. Approach guardrail has numerous small dents. Brush partially
blocking sidewalks in SE and SW quadrants. (10/17)
Newer approach sidewalks. Approach guardrail has numerous small dents. (10/15)
New approach sidewalks. Approach guardrail not replaced. (10/13)
20. Approach
Slopes
Very heavily overgrown with brush. (10/17)
Very heavily overgrown with brush. (10/15)
Very heavily overgrown with brush. (10/13)
21. Utilities Twelve electric conduits in 1st bay from east. Enclosed telephone conduit duct bank in 3rd
bay from east. Sixteen telephone conduits in 4th bay from east. One 6" gas line in 6th bay
from east. Sleeves in backwall in 2nd bay from each fascia. Each sidewalk has a 3" conduit.
(10/17)
Twelve electric conduits in 1st bay from east. Enclosed telephone conduit duct bank in 3rd
bay from east. Sixteen telephone conduits in 4th bay from east. One 6" gas line in 6th bay
from east. Sleeves in backwall in 2nd bay from each fascia. Each sidewalk has a 3" conduit.
(10/15)
Twelve electric conduits in 1st bay from east. Enclosed telephone conduit duct bank in 3rd
bay from east. Sixteen telephone conduits in 4th bay from east. One 6" gas line in 6th bay
from east. Sleeves in backwall in 2nd bay from each fascia. (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 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
Underwater Insp. Method 0
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 3 of 14
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 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 4 of 14
SUPPORTING IMAGES 0V6K 10/12/2017
Document Name: IMG_1487.JPG Document Name: IMG_1497.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: East elevation.Comments: West elevation.
Document Name: IMG_1418.JPG Document Name: IMG_1424.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: North approach at NB lane.Comments: South approach at NB lane.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 5 of 14
Document Name: IMG_1426.JPG Document Name: IMG_1437.JPG
Category: Railing Category: Railing
Span Number:Span Number: 1
Comments: Railing on SE returnwall, hole in tube rail.Comments: West railing and sidewalk.
Document Name: IMG_1430.JPG Document Name: IMG_1439.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number: 1
Comments: East sidewalk and railing looking north.Comments: West sidewalk and railing looking north.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 6 of 14
Document Name: IMG_1413.JPG Document Name: IMG_1416.JPG
Category: Joints Category: Joints
Span Number: 1 Span Number: 1
Comments: North expansion joint at east sidewalk, missing cover
plate.
Comments: North expansion joint in NB lane.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 7 of 14
Document Name: IMG_1469.JPG Document Name: PA120065.JPG
Category: Joints Category: Joints
Span Number: 1 Span Number:
Comments: North expansion joint in SB lane.Comments: Joint at south approach at NB lane, looking west.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 8 of 14
Document Name: IMG_1411.JPG Document Name: IMG_1430.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Bridge looking south, NB lane.Comments: Bridge looking north, NB lane.
Document Name: IMG_1436.JPG Document Name: IMG_1463.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Bridge looking north.Comments: Bridge looking south, SB lane.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 9 of 14
Document Name: PA120083.JPG Document Name: PA120085.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Beams at north abutment, looking west.Comments: Second beam from east at north abutment.
Document Name: PA120086.JPG Document Name: PA120102.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Corrosion at second and third beams from west at north
abutment.
Comments: Beams and underside of deck, bay 1W.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 10 of 14
Document Name: PA120103.JPG Document Name: PA120104.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Beams and underside of deck, bay 3W.Comments: Beams and underside of deck, bays 4W and 5W.
Document Name: PA120105.JPG Document Name: PA120106.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Beams and underside of deck, bay 7W.Comments: Beams and underside of deck, bay 8W.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 11 of 14
Document Name: PA120107.JPG Document Name: PA120108.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Beams and underside of deck, bay 9W.Comments: Splice at Beam J (9W).
Document Name: PA120069.JPG Document Name: PA120082.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number:
Comments: South abutment and timber retaining wall for pedestrian
path.
Comments: North abutment, NE returnwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 12 of 14
Document Name: PA120090.JPG Document Name: PA120094.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: North abutment and NW returnwall.Comments: South abutment, SE returnwall.
Document Name: PA120096.JPG Document Name: PA120099.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South abutment looking west.Comments: South abutment, SW returnwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 13 of 14
Document Name: IMG_1421.JPG Document Name: IMG_1447.JPG
Category: Channel Category: Channel
Span Number:Span Number:
Comments: Channel looking east (downstream).Comments: Channel looking west (upstream).
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 14 of 14
Bridge History, Type, Materials
27 - Year Built 1987
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 3 32
44 - Appr Span Bridge Type
77 - Steel Type 5
78 - Paint Type 2
79 - Rail Type 6
80 - Post Type 2
107 - Deck Type 1
108A - Wearing Surface 3
108B - Membrane 0
108C - Deck Protection 1
Structure Dimensions
34 - Skew 0
35 - Struct Flared 0
45 - Num Main Spans 1
46 - Num Apprs Spans 0
48 - Max Span Length 150.5
49 - Structure Length 154
50A - Width Left Curb/SW 8
50B - Width Right Curb/SW 8
33 - Median 2
51 - Width Curb to Curb 50.5
52 - Width Out to Out 77.4
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 7
59 - Superstructure Rating 5
59A - Paint Rating 5
60 - Substructure Rating 6
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
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000033318 26
19 - Detour Length 1
20 - Toll Facility 3
26 - Functional Class 16
28A - Lanes On 2
29 - ADT 9050
30 - Year of ADT 2011
32 - Appr Roadway Width 59.7
32A/B - Ap Pvt Type/Width 4 59.71
42A - Service Type On 5
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 58.7
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 9997
115 - Year Future ADT 2021
Freeway 0
Structure Appraisal
36A - Bridge Railing 1
36B - Rail Transition 0
36C - Approach Rail 0
36D - Rail Termination 0
67 - Structure Evaluation 5
68 - Deck Geometry 9
69 - Underclearance N
71 - Waterway Adequacy 8
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
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 6
64F - Fed Oper Rtg Load 2.01
64MA - Mich Oper Rtg Method 6
64MB - Mich Oper Rtg 1.12
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 6
66 - Inventory Load 1.2
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS 0V6K
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Brush Cut M Cut back brush partially blocking approach sidewalk in southeast
and southwest quadrants.
Railing Repair M Replace railing tube with hole on southeast returnwall. Upgrade
bridge railings to meet AASHTO standards for clear openings.
Joint Repair M Replace missing expansion joint cover plate at east sidewalk. Clean
out expansion joint. Possible expansion joint replacement.
Overlay L Epoxy overlay candidate.
Zone Paint M Zone paint corroded beams at north abutment.
Other M Replace approach guardrail.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3948 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
S WASHINGTON AVE 42.7243 / -84.5523 334385000127B01 Fair Condition(5)
Feature Length / Width / Spans Owner
GRAND RIVER 154 / 77.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1987 / / /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 10/12/2017 / 0V6K 7 Countermeasures
Printed on 11/21/2017 Page 1 of 1