HomeMy WebLinkAboutRPT_STR 3936_Narrative_Elm St Over Red Cedar River_2017_1120
BIENNIAL BRIDGE INSPECTION SUMMARY
ELM STREET OVER THE RED CEDAR RIVER
STRUCTURE NUMBER – 3936
CITY OF LANSING, MI
October 12, 2017
The bridge consists of a 2-span, adjacent prestressed concrete box beam superstructure on a single pier wall and
tall cantilever abutments. It was constructed in 1980. The bridge is in poor condition due to box beam
degradation.
DECK
The bridge deck is in fair condition. The deck has a bituminous wearing surface with deep longitudinal,
transverse and block cracking. There are spalls in the pavement along both curb lines. The bottom is adjacent
concrete box beams with signs of heavy leakage between the beam joints. There are sidewalks with open
parapet single-tube railings on each side. All concrete posts in the railing have either rust stains, incipient spalls
or spalls with exposed reinforcement in the posts. The sidewalk has isolated longitudinal and transverse cracks.
The northwest sidewalk has some shallow spalls, some with bituminous patches.
SUPERSTRUCTURE
The adjacent prestressed concrete beams are in serious condition, and the bridge has been load posted as a
result. Beam 6S in the east span has 15 feet (ft) of bottom flange and edge spalling near midspan where three
strands are broken. Adjacent to that spall in beam 5S is a 30 ft spall with exposed rusted reinforcement. There is
also one broken strand in the west span of beam 6S with additional spalling of the beam. There are numerous
locations in both spans where there are signs of heavy leaching between the beam joints where efflorescence
and stalactites have formed.
SUBSTRUCTURE
The substructure units are in fair condition. The east abutment has some scaling along the base of the wall with
a leaching crack in the northeast face. The west abutment has a 4-square foot (sft) spall with exposed
reinforcement at the base with adjacent incipient spalling. Both abutments have signs of leaking from above
through the bearings. The pier is also in fair condition. The east face of the cap has two shallow spalls totaling
about 14-sft. There is heavy rust staining below the beam joints on both faces of the pier with some
efflorescence present.
APPROACHES
The approaches are in fair condition. Both approach pavements have a bituminous wearing surface with
concrete curb and gutters. The approaches have transverse and diagonal cracks. There are deep transverse
cracks along the end joints where previous patching was applied.
RECOMMENDATIONS:
• Patch spalls in sidewalks and fix sidewalks in southwest quadrant.
• Install advance warning signs for bridge posting.
• Superstructure replacement.
• Seal cracks in bituminous wearing surface.
NBI INSPECTION 29QJ
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Michael Mitchell FTC&H Inc.12 10/12/2017
GENERAL NOTES
Bridge is posted for 31/36/39, signs on either side of the bridge. Pedestrian trail underneath east span near abutment.
Posting Signs in Place YES
DECK
10/15 10/16 10/17
1. Surface
(SIA-58A)
5 5 5 Bituminous wearing surface. Deep longit cracks full length of each span, with frequent transv
and some block cracking. Spalling occurring along curbline of both sidewalks. (10/17)
Bituminous wearing surface. Longitudinal cracks reflecting through surface at box seams
joints. Three longitudinal cracks (center of deck and center of each lane) in the east span,
four longitudinal cracks in the west span with transverse cracks at 1-3 ft spacing in both
spans. Map cracking along center crack at east end. 3' wide macadam type surface full width
of roadway at W ref line and expansion joint, WB lane only at E ref line, and along centerline
for E half of E span. (10/16)
Bituminous wearing surface. Three longitudinal cracks (center of deck and center of each
lane) in the east span, four longitudinal cracks in the west span with transverse cracks at 1-3
ft spacing in both spans. Longitudinal box seams reflecting throught surface. Map cracking
along center crack at east end. (10/15)
2. Expansion
Joints
2 2 7 New strip seal expansion joint device over pier. 1' transv crack in header near centerline.
(10/17)
Strip seal type expansion joint over pier. 3' wide macadam type surface full length of
expansion joint in roadway. Joint still exposed in sidewalks. (10/16)
Strip seal type expansion joint over pier. Metal anchorage discontinuous and shifted in three
locations. Bituminous filled in traffic lanes. Spalling and bituminous patches each side of
joint in traffic lanes. Concrete around the joint in the EB lane has spalled off causing the joint
to rattle loudly when driven over. (RFA submitted to replace joint) (10/15)
3. Other
Joints
5 5 5 Both end joints have lighter bit patching over ref lines. Both end joints have multiple transv
cracks full width of roadway. Signs of leakage at both abutments. (10/17)
3' wide macadam type surface full width of roadway at W ref line and in WB lane only at E ref
line. (10/16)
Bituminous paving over reference lines each end of bridge. Large, bituminous filled cracks at
east end. Large cracks, map cracks, missing pavement, and bituminous filled spalls at west
end. (10/15)
4. Railings 5 5 5 Concrete open parapets with single tube railing. All concrete posts have either rust stains,
incipient spalls or STS on btms. North railing: tube bent at west end; 2nd post from east end
bent slightly with missing nut at anchorage. (10/17)
Concrete open parapet with aluminum one-tube hand rail. Rusty cracks on all posts, spalls or
incipient spalls on all posts. North railing: tube bent at west end; 2nd post from east end bent
slightly with missing nut at anchorage. South railing: slight bend in base plate at west end.
(10/16)
Concrete open parapet with aluminum one-tube hand rail. Rusty cracks on all posts, spalls or
incipient spalls on all posts. North railing: tube bent at west end; 2nd post from east end bent
slightly with missing nut at anchorage. South railing: slight bend in base plate at west end.
(10/15)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 1 of 16
5. Sidewalks
or Curbs
5 5 5 Concrete sidewalks on both sides. Isolated longit and transv cracks, some with light leaking.
North curbline has numerous small STS entire length. NE quad has approx. 10-15 sft of bit
patches with additional 2 sft of unfilled spalls in sidewalk. (10/17)
Concrete sidewalk each side. North walk has 15 sft of bituminous filled spalls at east end and
4 sft open spalls. Longitudinal and transverse cracks run the entire length of bridge. Some
scattered spalls along north curbline (10 sft). (10/16)
Concrete sidewalk along each side. North walk has 15 sft of bituminous filled spalls at east
end and 4 sft open spalls. Longitudinal and transverse cracks run the entire length of bridge.
Some scattered spalls along north curbline (10 sft). (10/15)
6. Deck
Bottom
Surface
(SIA-58B)
N N N Concrete adjacent box beams. (10/17)
Concrete adjacent box beams. (10/16)
Concrete adjacent box beams. (10/15)
7. Deck
(SIA-58)
4 4 5 Top: bit wearing surface with deep longit, transv and some block cracking. Spalls along
curblines on both sides. Btm: Adjacent concrete box beams, with signs of heavy leakage.
(10/17)
Surface: No CIP concrete deck, bituminous wearing surface on adjacent box beams.
Longitudinal cracks reflecting through surface at box seams joints. Three longitudinal cracks
(center of deck and center of each lane) in the east span, four longitudinal cracks in the west
span with transverse cracks at 1-3 ft spacing in both spans. Map cracking along center crack
at east end. Soffit: Concrete adjacent box beams. (10/16)
Surface: Bituminous wearing surface. Three longitudinal cracks (center of deck and center of
each lane) in the east span, four longitudinal cracks in the west span with transverse cracks
at 1-3 ft spacing in both spans. Longitudinal box seams reflecting throught surface. Map
cracking along center crack at east end. Soffit: Concrete adjacent box beams. (10/15)
8. Drainage No deck drains, bridge is on a longitudinal grade, water drains towards the east. (10/17)
No deck drains, bridge is on a longitudinal grade, water drains towards the east. (10/16)
No deck drains, bridge is on a longitudinal grade, water drains towards the east. (10/15)
SUPERSTRUCTURE
10/15 10/16 10/17
9. Stringer
(SIA-59)
3 3 3 Adjacent concrete box beams. In E span, bm 5S has 30' STS along jt adjacent to bm 6S
which has 15' of STS with three broken strands and adjacent incipient spalls, a few other
joints have signs of leaking with stalactites present. In W span, bm 6S has broken strand with
10' of spalling, bm 8S has incipient spall along beam joint, a few rust stains and leaching in
isolated jts btwn beams. Fascia beam ends over pier have small spalls with some staining.
(10/17)
Concrete adjacent box beams. Spalls and exposed rebar at both fascias at pier. Span 1w:
Moisture and efflorescence between beams 1s-8s. Longitudinal cracks in beam 6s-9s. Beam
6s has a 8 sft spall with two exposed prestressing strands (both broken). Incipient spalls in
beam 7s and 8s. Efflorescence at post tension pocket in north fascia. Span 2w: Longitudinal
cracks in beam 5s-7s. Beam 5s has spalls with three exposed strands (two broken). Beam 6s
has spalls with three exposed strands (all three broken). Beam 7s has a spall with one
exposed strand. (10/16)
Concrete adjacent box beams. Spalls and exposed rebar at both fascias at pier. Span 1w:
Moisture and efflorescence between beams 1s-8s. Longitudinal cracks in beam 6s-9s. Beam
6s has a 8 sft spall with one exposed prestressing strand. Incipient spalls in beam 7s and 8s.
Efflorescence at post tension pocket in north fascia. Span 2w: Longitudinal cracks in beam 5s
-7s. Beam 5s has spalls with three exposed strands (two broken). Beam 6s has spalls with
three exposed strands (all three broken). Beam 7s has a spall with one exposed strand.
(10/15)
10. Paint
(SIA-59A)
N N N Concrete box beams. (10/17)
Concrete box beams. (10/16)
Concrete box beams. (10/15)
11. Section
Loss
N N N Concrete box beams. (10/17)
Concrete box beams. (10/16)
Concrete box beams. (10/15)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 2 of 16
12. Bearings 5 5 5 Bearings at abutments are not visible, embedded in backwall. Bearings at piers are bulging
slightly. (10/17)
Elastomeric bearings at pier are bulging and splitting. (10/16)
Elastomeric bearings at pier are bulging and splitting. (10/15)
SUBSTRUCTURE
10/15 10/16 10/17
13. Abutments
(SIA-60)
6 6 6 E abut has scaling along base of wall near slope paving with diagonal leaching crack in NE
corner. W abut has 4 sft STS in btm with adjacent incipient spall, heavy scaling throughout.
Both abutments have signs of leaking from above causing rust stains and efflorescence.
(10/17)
East abutment: scaling along base of wall at slope paving, incipient spall at corner of NE
return wall, minor spalling and scaling top of SE return wall. West abutment: scattered large
shallow spalls and incipient spalls throughout face of abutment, spall and incipient spall at
corner of NW return wall. (10/16)
East abutment: scaling along base of wall at slope paving, incipient spall at corner of NE
return wall, minor spalling and scaling top of SE return wall. West abutment: scattered large
shallow spalls and incipient spalls throughout face of abutment, spall and incipient spall at
corner of NW return wall. (10/15)
14. Piers
(SIA-60)
5 5 5 Pile supports wall pier. Two large holes for utilities in cap. Two shallow spalls on E face, 8 sft
near middle and roughly 6 sft near bms 2S-3S. A few HL cracks. Heavy rust staining near
beam joints with efflorescence. (10/17)
Pile supported wall type pier (no footing). Two large, shallow spalls with exposed steel
reinforcement on the east face at the top of the pier; 8 sft under beams 2s-3s; 6 sft under
beams 7s-8s. (10/16)
Pile supported wall type pier. Two large, shallow spalls with exposed steel reinforcement on
the east face at the top of the pier; 8 sft under beams 2s-3s; 6 sft under beams 7s-8s. (10/15)
15. Slope
Protection
7 7 7 Concrete slope paving in front of both abutments with old substructure footing at btm of slope
paving. (10/17)
Abutments protected by concrete slope paving. Toe of slope paving consists of old bridge
piers. Manhole at the east slope paving, few cracked flags. (10/16)
Abutments protected by concrete slope paving. Toe of slope paving consists of old bridge
piers. Manhole at the east slope paving, few cracked flags. (10/15)
16. Channel
(SIA-61)
6 6 6 Banks are slumping in NW, SW and slightly in SE quadrants. A few logs in the channel south
of the bridge, are not impeding flow. (10/17)
A few logs in the channel south of bridge (upstream) and at upstream end of pier 1w. Banks
are slumping in the northwest and southwest quadrants. (10/16)
A few logs in channel south of bridge (upstream) and at upstream end of pier 1w. Banks are
slumping in the northwest and southwest quadrants. (10/15)
17. Scour
Inspection
7 7 7 Both abutments have light riprap in front of the old substructure footings. Could not determine
bottom of channel at pier. (10/17)
Abutments protected by concrete slope paving and old pier foundations left in place. Channel
bottom about 6" below bottom of concrete pier wall. (10/16)
Probed for scour at pier 1w, none found. Up to 8' deep at pier. (10/15)
APPROACH
10/15 10/16 10/17
18. Approach
Pavement
6 6 6 Bituminous with concrete curb and gutter. Short transv and diag cracks in both approaches.
Deep transv cracks where previous patchwork was done over bridge end joints. (10/17)
Bituminous with concrete curb and gutter. Some random cracking of bituminous. Some
cracking of concrete curbs. Weeds growing between bit and curbs. Heavy cracking with
bituminous filled spalls at reference lines. (10/16)
Bituminous with concrete curb and gutter. Some random cracking of bituminous. Some
cracking of concrete curbs. Weeds growing between bit and curbs. Heavy cracking with
bituminous filled spalls at reference lines. (10/15)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 3 of 16
19. Approach
Shoulders
Sidewalks
6 6 5 1' of concrete curb is missing or loose on east approach. Slabs 2 and 3 in the SW quadrant
have sunk at the joint and created a low spot collected debris. Slight settlement in sidewalk
joints. (10/17)
Some minor settlement of sidewalks at bridge (maximum 1 1/2" at southeast walk). Weeds
growing between sidewalks and concrete curbs. Undermined area under approach sidewalk
at NW quadrant (24" wide, 4" tall, 10" deep). (10/16)
Some minor settlement of sidewalks at bridge (maximum 1 1/2" at southeast walk). Weeds
growing between sidewalks and concrete curbs. Undermined area under approach sidewalk
at NW quadrant (24" wide, 4" tall, 10" deep). (10/15)
20. Approach
Slopes
Vegetated. (10/17)
(10/16)
(10/15)
21. Utilities OH lines over N Fascia. (10/17)
(10/16)
(10/15)
22. Drainage
Culverts
Drainage spillway from outlet in NW quadrant, is broken and has debris in the spillway (10/17)
(10/16)
(10/15)
MISCELLANEOUS
Guard Rail Other Items
Item Rating Item Rating
36A. Bridge Railings 0 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 1
Underwater Insp. Method 2
False Decking (Timber) Removed to Complete Inspection N/A - No False Decking
Critical Feature Inspections (SIA-92)
Freq Date
92A. Fracture Critical
92B. Underwater 60 10/29/2013
92C. Other Special
92D. Fatigue Sensitive
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 4 of 16
SUPPORTING IMAGES 29QJ 10/12/2017
Document Name: IMG_8264.JPG Document Name: IMG_8266.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: North Comments: South
Document Name: IMG_8241.JPG Document Name: IMG_8242.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: East Approach Comments: East End Joint
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 5 of 16
Document Name: IMG_8249.JPG Document Name: IMG_8251.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: Southwest Approach Sidewalk Comments: West Approach
Document Name: IMG_8252.JPG Document Name: IMG_8255.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: Typical Guardrail Anchorage Comments: Northwest Approach Sidewalk
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 6 of 16
Document Name: IMG_8257.JPG Document Name: IMG_8258.JPG
Category: Approach Category: Approach
Span Number:Span Number:
Comments: Southeast Approach Sidewalk Comments: Northeast Approach Sidewalk
Document Name: IMG_8244.JPG Document Name: IMG_8245.JPG
Category: Railing Category: Railing
Span Number:Span Number:
Comments: North Railing and Sidewalk Comments: South Railing and Sidewalk
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 7 of 16
Document Name: IMG_8253.JPG Document Name: IMG_8243.JPG
Category: Railing Category: Deck
Span Number:Span Number:
Comments: North Curbline Comments: Looking West From East End
Document Name: IMG_8254.JPG Document Name: IMG_8259.JPG
Category: Deck Category: Deck
Span Number:Span Number:
Comments: Looking East from West End Comments: Looking West From Pier
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 8 of 16
Document Name: IMG_8260.JPG Document Name: IMG_8247.JPG
Category: Deck Category: Joints
Span Number:Span Number:
Comments: Looking East From Pier Comments: Expansion Joint Device Over Pier
Document Name: IMG_8248.JPG Document Name: IMG_8250.JPG
Category: Joints Category: Joints
Span Number:Span Number:
Comments: Typical Cover Plates Comments: West End Joint
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 9 of 16
Document Name: IMG_8267.JPG Document Name: IMG_8268.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Underside of East Span Comments: Spalls and Broken Strands at Beams 5S and 6S of East
Span
Document Name: IMG_8269.JPG Document Name: IMG_8282.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Underside of East Span Comments: Underside of West Span
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 10 of 16
Document Name: IMG_8283.JPG Document Name: IMG_8284.JPG
Category: Superstructure Category: Superstructure
Span Number:Span Number:
Comments: Underside of West Span Comments: Underside of West Span
Document Name: IMG_8261.JPG Document Name: IMG_8262.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East Abutment Comments: Typical Slopewall
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 11 of 16
Document Name: IMG_8263.JPG Document Name: IMG_8270.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East Face of Pier Comments: East Abutment
Document Name: IMG_8274.JPG Document Name: IMG_8277.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Riprap In Front Of Old Footing Comments: West Face of Pier
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 12 of 16
Document Name: IMG_8281.JPG Document Name: IMG_8265.JPG
Category: Substructure Category: Slope Protection
Span Number:Span Number:
Comments: West Abutment Comments: East Abutment Slope Paving
Document Name: IMG_8280.JPG Document Name: IMG_8246.JPG
Category: Slope Protection Category: Channel
Span Number:Span Number:
Comments: West Slope Paving Comments: Looking Upstream
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 13 of 16
Document Name: IMG_8256.JPG Document Name: IMG_8272.JPG
Category: Channel Category: Channel
Span Number:Span Number:
Comments: Looking Downstream Comments: SW Bank
Document Name: IMG_8273.JPG Document Name: IMG_8278.JPG
Category: Channel Category: Channel
Span Number:Span Number:
Comments: NW Bank Comments: NE Bank
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 14 of 16
Document Name: IMG_8279.JPG Document Name: IMG_8240.JPG
Category: Channel Category: Other
Span Number:Span Number:
Comments: SE Bank Comments: Load Posting
Document Name: IMG_8271.JPG Document Name: IMG_8275.JPG
Category: Other Category: Other
Span Number:Span Number:
Comments: Spillway in NW Quadrant Comments: Debris in NW Spillway
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 15 of 16
Document Name: IMG_8276.JPG
Category: Other
Span Number:
Comments: Drainage Pipe at NW Quadrant
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form P2502 Printed on 10/16/2017 Page 16 of 16
Bridge History, Type, Materials
27 - Year Built 1980
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay
43 - Main Span Bridge Type 5 05
44 - Appr Span Bridge Type
77 - Steel Type 0
78 - Paint Type 0
79 - Rail Type 6
80 - Post Type 0
107 - Deck Type 2
108A - Wearing Surface 6
108B - Membrane 2
108C - Deck Protection 0
Structure Dimensions
34 - Skew 0
35 - Struct Flared 0
45 - Num Main Spans 2
46 - Num Apprs Spans 0
48 - Max Span Length 65
49 - Structure Length 130.9
50A - Width Left Curb/SW 4.9
50B - Width Right Curb/SW 4.9
33 - Median 0
51 - Width Curb to Curb 29.9
52 - Width Out to Out 42.3
112 - NBIS Length Y
Inspection Data
90 - Inspection Date 10/12/2017
91 - Inspection Freq 12
92A - Frac Crit Req/Freq N
93A - Frac Crit Insp Date
92B - Und Water Req/Freq Y 60
93B - Und Water Insp Date 10/29/2013
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 2
58 - Deck Rating 5
58A/B - Deck Surface/Bottom 5 N
59 - Superstructure Rating 3
59A - Paint Rating N
60 - Substructure Rating 5
61 - Channel Rating 6
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
Route Carried By Structure(ON Record)
5A - Record Type 1
5B - Route Signing 5
5C - Level of Service 0
5D - Route Number 00000
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 0000003411 08
19 - Detour Length 1
20 - Toll Facility 3
26 - Functional Class 19
28A - Lanes On 2
29 - ADT 1475
30 - Year of ADT 2010
32 - Appr Roadway Width 29.9
32A/B - Ap Pvt Type/Width 0 29.86
42A - Service Type On 5
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 39.7
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 2664
115 - Year Future ADT 2030
Freeway 0
Structure Appraisal
36A - Bridge Railing 0
36B - Rail Transition 0
36C - Approach Rail 0
36D - Rail Termination 0
67 - Structure Evaluation 3
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
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 P
63 - Fed Oper Rtg Method 1
64F - Fed Oper Rtg Load 34.3
64MA - Mich Oper Rtg Method 1
64MB - Mich Oper Rtg 44
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 1
66 - Inventory Load 20.5
70 - Posting 0
141 - Posted Loading 313639
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Form 1717A (01/2002)Printed on 10/16/2017 Page 1 of 1
WORK RECOMMENDATIONS 29QJ
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Michael Mitchell FTC&H Inc.12 10/12/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Deck Patching H Seal cracks in bituminous wearing surface.
Super Repl.H Replace beams and deck.
Other H Install advance warning signs for bridge posting. Patch spalls on
sidewalks. Fix sidewalk slabs in SWQ.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3936 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
E ELM STREET 42.7219 / -84.5492 334385000043B01 Serious Condition(3)
Feature Length / Width / Spans Owner
RED CEDAR RIVER 130.9 / 42.3 / 2 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1980 / / /Lansing(17)P Posted for load(313639)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/12/2017 / 29QJ 3 SC - Unstable
Printed on 10/16/2017 Page 1 of 1