HomeMy WebLinkAboutMDOT_RPT_STR 3951 Pennsylvania over NS RR 2017NBI INSPECTION ZS2Z
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 Light map cracking throughtout. Small spall (2"-3" diameter) in outside SB lane in SW
quadrant. Repaired spalls at electrical boxes in inside lanes, some hollow areas around
patches. Crack and spall on top of S backwall between southbound lanes. (10/17)
Light map cracking throughtout. Small spall (2"-3" diameter) in SW quadrant. Spalls at
electrical boxes repaired since 2013 inspection. Crack in spall on top of S backwall between
southbound lanes. (10/15)
Light map cracking. Small spall (2"-3" diameter) in SW quadrant. Two 1-foot diameter spalls
around electrical boxes cast into bridge deck at midspan, inside northbound and southbound
lanes. (10/13)
2. Expansion
Joints
8 8 7 Expansion joint at south abutment partially filled with dirt and grit. (10/17)
Expansion joint at south abutment partially filled with dirt and grit. (10/15)
Expansion joint at south abutment partially filled with dirt and grit. (10/13)
3. Other
Joints
8 8 7 Sealant at north joint failing, weeds growing in joint. (10/17)
(10/15)
(10/13)
4. Railings 7 7 7 Solid concrete parapet with stone pattern. Map cracking throughout. Vertical hairline cracking
every 5'. Chips and scrapes along entire inside face. Surface coating is flaking off. Piece of
wood cast into top of railing at northwest flared section of deck. Grit along face of W railing.
(10/17)
Solid concrete parapet with stone pattern. Map cracking and vertical hairline cracking every
5'. Surface coating is flaking off. Piece of wood cast into top of railing at northwest flared
section of deck. (10/15)
Solid concrete parapet with stone pattern. Vertical hairline cracking every 5'. Surface coating
is flaking off. Piece of wood cast into top of railing at northwest flared section of deck. (10/13)
5. Sidewalks
or Curbs
7 7 7 Surface map cracking throughout. Cracks and spalls on face of curb at expansion joint in SE
quadrant. (10/17)
Surface map cracking throughout. Cracks and spalls on face of curb at expansion joint in SE
quadrant. (10/15)
Cracks and spalls at expansion joint at SE quadrant. (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)
7 7 7 Deck bottom not visible due to stay-in-place forms. Deck surface has light map cracking and
several small spalls. One small spall and two repaired spalls with adjacent hollow areas.
(10/17)
Deck bottom not visible due to stay-in-place forms. Deck surface has light map cracking and
several small spalls. (10/15)
Deck bottom not visible due to stay-in-place forms. Deck surface has light map cracking and
several small spalls. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 1 of 14
8. Drainage No deck drains on bridge. 2" PVC pipe in each sidewalk to drain "bumpout" areas, drain
pipes appear blocked by leaves and dirt. (10/17)
No deck drains on bridge. 2" PVC pipe in each sidewalk to drain "bumpout" areas, drain
pipes appear blocked by leaves and dirt. (10/15)
No deck drains on bridge. (10/13)
SUPERSTRUCTURE
10/13 10/15 10/17
9. Stringer
(SIA-59)
8 7 7 Painted steel plate girders. Beams are skewed relative to the roadway and there are flare
beams in the SE and NW quadrants. (10/17)
Painted steel plate girders. Beams are skewed relative to the roadway and there are flare
beams in the SE and NW quadrants. (10/15)
Painted steel plate girders. Beams are skewed relative to the roadway and there are flare
beams in the SE and NW quadrants. (10/13)
10. Paint
(SIA-59A)
8 7 7 Some scattered small rust spots on beams and cross-frames. (10/17)
Some scattered small rust spots on cross-frames. (10/15)
(10/13)
11. Section
Loss
3 3 3 (10/17)
(10/15)
(10/13)
12. Bearings 7 7 5 Elastomeric bearings. Excessive shear deformation both parallel and perpendicular to beams
at south abutment. No cracking of elastomer. (10/17)
Elastomeric bearings. Excessive shear deformation both parallel and perpendicular to beams
at south abutment. (10/15)
Elastomeric bearings. Excessive shear deformation both parallel and perpendicular to beams
at south abutment. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
13. Abutments
(SIA-60)
8 7 7 Concrete pile supported cap behind MSE retaining walls. Concrete retaining walls in SE and
NW quadrants. Cracks in slopewall and backwall in NW quadrant. Large spall to rebar in N
backwall at W end. Trees growing at top of retaining wall in SE and NW quadrants. Some mis
-alignment of MSE wall cap at NE wingwall. (10/17)
Concrete pile supported cap behind mechanically stabilized earth retaining walls. Old
concrete retaining walls in SE and NW quadrants. Cracks in slopewall and backwall in NW
quadrant. Trees growing at top of retaining wall in SE and NW quadrants. Some mis-
alignment of MSE wall cap at NE wingwall. (10/15)
Concrete pile supported cap behind mechanically stabilized earth retaining walls. Old
concrete retaining walls in SE and NW quadrants. Cracks in slopewall and backwall in NW
quadrant. Trees growing at top of retaining wall in SE and NW quadrants. Some mis-
alignment of MSE wall cap at NE wingwall. (10/13)
14. Piers
(SIA-60)
N N N (10/17)
(10/15)
(10/13)
15. Slope
Protection
N N N (10/17)
(10/15)
(10/13)
16. Channel
(SIA-61)
N N N (10/17)
(10/15)
(10/13)
17. Scour
Inspection
N N (10/17)
(10/15)
(10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 2 of 14
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
8 7 5 Concrete pavement each end of bridge with bituminous pavement beyond. A few scattered
spalls with asphalt patches. Three spalls to rebar (1'x1', 3'x3', 3'x3') SB lanes at N approach
and three spalls (2'x2', 3'x3', 3'x6') inside SB lane at S approach, partially filled with asphalt.
(10/17)
Concrete pavement each end of bridge with bituminous pavement beyond. A few scattered
spalls with asphalt patches. (10/15)
Concrete pavement each end of bridge with bituminous pavement beyond. (10/13)
19. Approach
Shoulders
Sidewalks
8 8 4 Damage to approach guardrail in SW and SE quadrants. Sidewalk settlement at bridge: SE 1
1/2", SW 1/4", NE 1/2", NW 1 1/4". Weeds growing between sidewalks and curbs. Rating
based on sidewalk settlement. (10/17)
Damage to approach guardrail in SW and SE quadrants. Sidewalk settlement at bridge.
Weeds growing between sidewalks and curbs. (10/15)
Damage to approach guardrail in SW and SE quadrants. (10/13)
20. Approach
Slopes
Well vegetated. (10/17)
Well vegetated. (10/15)
Well vegetated and maintained. (10/13)
21. Utilities Conduits and electrical boxes cast into deck. Watermain in center bay. (10/17)
Conduits and electrical boxes cast into deck. Watermain in center bay. (10/15)
Conduits and electrical boxes cast into deck. Watermain in center bay. (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 N
36B. Transitions 1 72. Approach Alignment 8
36C. Approach Guardrail 1 Temporary Support 0 No Temporary Supports
36D. Approach Guardrail Ends 1 High Load Hit (M)No
Special Insp. Equipment
Underwater Insp. Method 0
False Decking (Timber) Removed to Complete Inspection N/A - No False Decking
Critical Feature Inspections (SIA-92)
Freq Date
92A. Fracture Critical
92B. Underwater
92C. Other Special
92D. Fatigue Sensitive
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 3 of 14
SUPPORTING IMAGES ZS2Z 10/12/2017
Document Name: IMG_1247.JPG Document Name: IMG_1248.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: East elevation of bridge and southeast retaining wall.Comments: East elevation.
Document Name: PA120035.JPG Document Name: IMG_1341.JPG
Category: Elevation Category: Approach
Span Number:Span Number:
Comments: West elevation.Comments: West sidewalk at south approach.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 4 of 14
Document Name: IMG_1361.JPG Document Name: PA120041.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: East sidewalk at south approach.Comments: North approach looking north.
Document Name: IMG_1281.JPG Document Name: IMG_1328.JPG
Category: Railing Category: Railing
Span Number: 1 Span Number: 1
Comments: West superstructure bumpout and railings, looking
north.
Comments: Wood cast into west bumpout railing at north end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 5 of 14
Document Name: IMG_1344.JPG Document Name: IMG_1347.JPG
Category: Railing Category: Railing
Span Number: 1 Span Number: 1
Comments: East railing at north end.Comments: East railing at south end.
Document Name: IMG_1370.JPG Document Name: IMG_1376.JPG
Category: Railing Category: Railing
Span Number: 1 Span Number: 1
Comments: East superstructure bumpout and railings, looking
north.
Comments: West railing at south end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 6 of 14
Document Name: IMG_1389.JPG Document Name: IMG_1309.JPG
Category: Railing Category: Deck
Span Number: 1 Span Number: 1
Comments: West railing, north end.Comments: Spalling at deck fascia, northwest quadrant.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 7 of 14
Document Name: IMG_1372.JPG Document Name: IMG_1402.JPG
Category: Deck Category: Deck
Span Number:Span Number: 1
Comments: Bridge looking north.Comments: Spall in deck surface, outside SB lane near south end.
Document Name: PA120044.JPG Document Name: IMG_1340.JPG
Category: Deck Category: Joints
Span Number:Span Number: 1
Comments: Bridge looking south.Comments: Expansion joint at south abutment, looking southeast.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 8 of 14
Document Name: IMG_1346.JPG Document Name: IMG_1385.JPG
Category: Joints Category: Joints
Span Number: 1 Span Number:
Comments: Cracks and spall at independent backwall at south end
in middle of SB lanes.
Comments: Joint at north approach, looking northwest.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 9 of 14
Document Name: PA120020.JPG Document Name: PA120048.JPG
Category: Superstructure Category: Superstructure
Span Number: 1 Span Number: 1
Comments: Typical underside of superstructure.Comments: Typical coating failure and corrosion.
Document Name: PA120058.JPG Document Name: IMG_1250.JPG
Category: Bearings Category: Substructure
Span Number: 1 Span Number:
Comments: Typical deformed elastomeric bearing pad.Comments: South MSE wall at east end.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 10 of 14
Document Name: IMG_1251.JPG Document Name: IMG_1254.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: South MSE wall, looking west.Comments: South MSE wall, east end.
Document Name: IMG_1255.JPG Document Name: IMG_1265.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Northeast MSE returnwall.Comments: Southwest MSE returnwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 11 of 14
Document Name: IMG_1266.JPG Document Name: IMG_1267.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: North MSE wall, looking east.Comments: North MSE wall, looking west.
Document Name: IMG_1276.JPG Document Name: IMG_1392.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Southwest concrete returnwall.Comments: Northeast concrete returnwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 12 of 14
Document Name: PA120008.JPG Document Name: PA120009.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Tree growing at top of MSE wall, southeast quadrant.Comments: Retaining wall in southeast quadrant.
Document Name: PA120031.JPG Document Name: PA120033.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Tree growing at top of MSE wall, northwest quadrant.Comments: Retaining wall in northwest quadrant.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 13 of 14
Document Name: PA120046.JPG
Category: Substructure
Span Number:
Comments: Spall in backwall at fascia, northwest quadrant.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form P2502 Printed on 11/21/2017 Page 14 of 14
Bridge History, Type, Materials
27 - Year Built 2005
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 3 82
44 - Appr Span Bridge Type
77 - Steel Type 5
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 73
35 - Struct Flared 0
45 - Num Main Spans 1
46 - Num Apprs Spans 0
48 - Max Span Length 210
49 - Structure Length 213.3
50A - Width Left Curb/SW 5
50B - Width Right Curb/SW 5
33 - Median 0
51 - Width Curb to Curb 47.9
52 - Width Out to Out 60.4
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 N
59 - Superstructure Rating 7
59A - Paint Rating 7
60 - Substructure Rating 7
61 - Channel Rating N
62 - Culvert Rating N
Navigation Data
38 - Navigation Control N
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 0000003359 05
19 - Detour Length 2
20 - Toll Facility 3
26 - Functional Class 16
28A - Lanes On 4
29 - ADT 13400
30 - Year of ADT 2007
32 - Appr Roadway Width 52.2
32A/B - Ap Pvt Type/Width 4 54
42A - Service Type On 1
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 58.0
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 10
110 - Truck Network 0
114 - Future ADT 15403
115 - Year Future ADT 2021
Freeway 0
Structure Appraisal
36A - Bridge Railing 1
36B - Rail Transition 1
36C - Approach Rail 1
36D - Rail Termination 1
67 - Structure Evaluation 7
68 - Deck Geometry 2
69 - Underclearance 4
71 - Waterway Adequacy N
72 - Approach Alignment 8
103 - Temporary Structure
113 - Scour Criticality N
Miscellaneous
37 - Historical Significance 5
98A - Border Bridge State
98B - Border Bridge %
101 - Parallel Structure N
EPA ID
Stay in Place Forms 1
143 - Pin & Hanger Code 1
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 2
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 R
55B - Right Horiz Clearance 9.8
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 2.11
64MA - Mich Oper Rtg Method 6
64MB - Mich Oper Rtg 1.1
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 6
66 - Inventory Load 1.26
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS ZS2Z
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/12/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Appr. Pavement H Repair spalls in approach pavement. Replace or place bituminous
wedges at approach sidewalks.
Brush Cut L Remove trees at top of MSE walls in southeast and northwest
quadrants.
Joint Repair L Clean out expansion joint.
Deck Patching M Repair surface spalls in bridge deck. Repair crack and spall on top
of south backwall in southbound lanes.
Substr Repair M Repair cracks and spalls at northwest returnwall and at west end of
north backwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3951 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
PENNSYLVANIA AVE 42.7036 / -84.5382 334385000142R01 Good Condition(7)
Feature Length / Width / Spans Owner
NORFOLK SOUTHERN RR 213.3 / 60.4 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 2005 / / /Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)3 Steel / 82 Pl Girder Comp 10/12/2017 / ZS2Z N Not Over Waterway
Printed on 11/21/2017 Page 1 of 1