HomeMy WebLinkAboutMDOT_RPT_STR 3930 Cavanaugh over Sycamore Creek 2017NBI INSPECTION MNF1
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
GENERAL NOTES
Single span adjacent box beams with concrete deck. Bridge rehabilitated in 2017 with shallow concrete overlay, new south sidewalk and
railing, SW and SE upper returnwall replacement, new SW and SE approach guardrail and epoxy injection of cracks in abutments.
DECK
10/13 10/15 10/17
1. Surface
(SIA-58A)
6 6 9 New shallow concrete overlay (2017). (10/17)
Extensive scaling with some hairline cracking and small spalls. Scattered scaling: 100% of
eastbound lanes & 20% of westbound lanes. Some spalling in eastbound lane at eastern 1/4
of span length. Spalling with bituminous patches at W end of bridge deck in easbound lane.
(10/15)
Extensive scaling with some hairline cracking and small spalls. Scattered scaling: 100% of
eastbound lanes and 20% of eastbound lanes. Some spalling in eastbound lane at eastern
1/4 of span length. Spalling with bituminous patches at west end of bridge deck in easbound
lane. (10/13)
2. Expansion
Joints
N N No expansion joints on bridge. (10/17)
No expansion joints on bridge. (10/15)
No expansion joints on bridge. (10/13)
3. Other
Joints
6 6 9 New bituminous approach pavement each side (2017). Joints between approach pavement
and bridge in good condition. (10/17)
Hot tar filled joint between bituminous approach pavement and bridge deck. Bituminous
patches in eastbound lane each end of bridge. (10/15)
Hot tar filled joint between bituminous approach pavement and bridge deck. Bituminous
patches in eastbound lane each end of bridge. (10/13)
4. Railings 6 6 6 New aesthetic parapet railing on S side (2017). Type 4 concrete barrier on N side with
rubbed cementitious surface coating. Coating has extensive map cracking and some peeling.
Map cracking visible on barrier railing where coating peeled off. (10/17)
Concrete open parapet with 1-tube railing on S side, hairline map cracking throughout. Type 4
concrete barrier on N side with rubbed cementitious surface coating. Coating has extensive
map cracking and some peeling. Map cracking visible on barrier railing where coating peeled
off. (10/15)
Concrete open parapet with 1-tube railing on south side, hairline map cracking throughout.
Type 4 concrete barrier on north side with rubbed cementitious surface coating. Coating has
extensive map cracking and some peeling. Map cracking visible on barrier railing where
coating peeled off. (10/13)
5. Sidewalks
or Curbs
4 4 9 New sidewalk on S side (2017). No sidewalk on N side. (10/17)
Sidewalk on S side only. Map cracking & numerous small spalls throughout length. E end of
curbline cracked & spalled for 30' with some exposed rebar. 6' section of curbline buckled up.
Spalling for 24' along curb bottom at west end. 6'x6' spall with disintegrating concrete at east
end of walk. Heavy cracking, spalling and deterioration at east end under railing. Sidewalks
allowing leakage to bridge deck and box beams. (10/15)
Sidewalk on south side only. Map cracking and numerous small spalls throughout length.
East curbline cracked and spalled for 30' with some exposed rebar. Spalling along curb
bottom at west end. 6'x6' spall with disintegrating concrete at east end of walk. Heavy
cracking, spalling and deterioration at east end under railing. Sidewalks allowing leakage to
bridge deck and box beams. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 1 of 10
6. Deck
Bottom
Surface
(SIA-58B)
N N Adjacent precast concrete box beams, deck bottom not visible. Minor cracking on N deck
fascia. New deck fascia on S side. (10/17)
Adjacent precast concrete box beams, deck bottom not visible. Minor cracking on deck
fascias. Cracking of fascia and spall at SE corner where deck in contact with returnwall.
(10/15)
Adjacent precast concrete box beams, deck bottom not visible. Minor cracking on deck
fascias. Cracking of fascia and spall at SE corner where deck in contact with returnwall.
(10/13)
7. Deck
(SIA-58)
5 5 7 New shallow concrete overlay. Deck bottom not visible due to adjacent box beams. Minor
cracking of N deck fascia. New deck fascia on S side. Leaching at 1st & 2nd beam joints
from S at W abutment. Leaching at second beam joint from S at E abutment. (10/17)
Extensive scaling of deck surface, primarily eastbound lane. Some minor spalling at east end
of eastbound lane. Deck bottom not visible due to adjacent box beams. Minor cracking of
deck fascias, with spalling of south fascia at east end. (10/15)
Extensive scaling of deck surface, primarily eastbound lane. Some minor spalling at east end
of eastbound lane. Deck bottom not visible due to adjacent box beams. Minor cracking of
deck fascias, with spalling of south fascia at east end. (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)
6 6 6 Adjacent precast concrete box beams. Some contact between fascia beams and returnwalls.
Diagonal shear cracks at each end of south fascia beam, cracks heavier at west end.
Leaching at 1st & 2nd beam joints from S at W abutment. Leaching at second beam joint from
S at E abutment. (10/17)
Adjacent precast concrete box beams. Some contact between fascia beams and returnwalls.
Diagonal shear cracks at each end of south fascia beam, cracks heavier at west end.
Leaching at 1st & 2nd beam joints from S at W abutment. Leaching at second beam joint from
S at E abutment. (10/15)
Adjacent precast concrete box beams. Some contact between fascia beams and returnwalls.
Diagonal shear cracks at each end of south fascia beam, cracks heavier at west end.
Leaching at first and second beam joints from south at west abutment. Leaching at second
beam joint from south at east abutment. (10/13)
10. Paint
(SIA-59A)
N N (10/17)
(10/15)
(10/13)
11. Section
Loss
N N (10/17)
(10/15)
(10/13)
12. Bearings 7 7 7 Elastomeric bearings. (10/17)
Elastomeric bearings. (10/15)
Elastomeric bearings. (10/13)
SUBSTRUCTURE
10/13 10/15 10/17
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 2 of 10
13. Abutments
(SIA-60)
5 5 6 Upper returnwalls replaced in SW and SE quads and major cracks epoxy injected both
abutment faces (2017). West Abutment: Leakage under beams and leaching map cracks on
abutment face. Map cracks on NW returnwalls. East Abutment: Map cracking along bottom
face full length. 1'x1' shallow spall at top N corner, no exposed rebar. Map cracking on NE
returnwall with open cracks at NW corner. (10/17)
West Abutment: Leakage under beams and leaching map cracks on abutment face. Map
cracks on SW and NW returnwalls. Two pieces of wood cast into SW returnwall. East
Abutment: Map cracking along bottom face full length. 1'x1' spall at top N corner, no exposed
rebar. Large horizontal crack with spalling along top of SE returnwall and crack along top of
SE returnwall under railing. Map cracking on NE returnwall with open cracks at NW corner.
(10/15)
West Abutment: Leakage under beams and leaching map cracks on abutment face. Map
cracks on SW and NW returnwalls. Two pieces of wood cast into SW returnwall. East
Abutment: Map cracking along bottom face full length. 1'x1' spall at top north corner, no
exposed rebar. Large horizontal crack with spalling along top of SE returnwall and crack
along top of SE returnwall under railing. Map cracking on NE returnwall with open cracks at
NW corner. (10/13)
14. Piers
(SIA-60)
N N N (10/17)
(10/15)
(10/13)
15. Slope
Protection
7 7 N Rating N/A for bridge over water. Large boulders in front of both abutments. Large gaps
between boulders. (10/17)
Large boulders in front of both abutments. Large gaps between boulders. (10/15)
Large boulders in front of both abutments. Large gaps between boulders. (10/13)
16. Channel
(SIA-61)
7 7 7 Channel slopes well vegetated and stable. A few logs in channel, mainly upstream. (10/17)
Channel slopes well vegetated and stable. (10/15)
Channel slopes well vegetated and stable. (10/13)
17. Scour
Inspection
7 7 Abutments are out of the water during normal flow conditions. No scour was noted. (10/17)
Abutments are out of the water during normal flow conditions. No scour was noted. (10/15)
(10/13)
APPROACH
10/13 10/15 10/17
18. Approach
Pavement
7 7 6 Bituminous with concrete curb & gutter. New 20' paving and concrete curbs each end.
Transverse and longitudinal cracks in older pavement beyond. Rating based on 40' length of
pavement. (10/17)
Bituminous with concrete curb & gutter. Cracks with some settlement and bituminous patches
at both ends. West curb & gutter heavily cracked. NE curb scaling and spalling at bridge
railing. (10/15)
Bituminous with concrete curb & gutter. Cracks with some settlement and bituminous patches
at both ends. West curb & gutter heavily cracked. NE curb scaling and spalling at bridge
railing. (10/13)
19. Approach
Shoulders
Sidewalks
5 5 7 New approach sidewalk in SW and SE quads. Some transverse cracks and weeds growing
between sidewalk and curb at older sidewalk beyond. (10/17)
South approach sidewalks have settled 1" at each end of bridge. Grass and weeds growing
between sidewalk and back of curb. (10/15)
South approach sidewalks have settled 1" at each end of bridge. Grass and weeds growing
between sidewalk and back of curb. (10/13)
20. Approach
Slopes
Well vegetated. (10/17)
Well vegetated. (10/15)
Well vegetated. (10/13)
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 3 of 10
21. Utilities Watermain suspended from north fascia. Electrical box for heat tracing attached to NE
returnwall. Metal casing heavily corroded at each end. Concrete storm sewer passes through
east abutment, cracked on south face adjacent to abutment. (10/17)
Watermain suspended from north fascia. Electrical box for heat tracing attached to NE
returnwall. Metal casing heavily corroded at west end. Concrete storm sewer passes through
east abutment, cracked on south face adjacent to abutment. (10/15)
Watermain suspended from north fascia. Electrical box for heat tracing attached to NE
returnwall. Metal casing heavily corroded at west end. Concrete storm sewer passes through
east abutment, cracked on south face adjacent to abutment. (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
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 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 4 of 10
SUPPORTING IMAGES MNF1 10/10/2017
Document Name: PA101071.JPG Document Name: PA101074.JPG
Category: Elevation Category: Elevation
Span Number:Span Number:
Comments: North fascia.Comments: South fascia.
Document Name: IMG_1195.JPG Document Name: IMG_1201.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number:
Comments: Bridge looking west.Comments: Deck and north railing, looking northwest.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 5 of 10
Document Name: IMG_1211.JPG Document Name: IMG_1212.JPG
Category: Deck Category: Deck
Span Number: 1 Span Number:
Comments: Bridge looking east.Comments: South sidewalk, looking east.
Document Name: PA101077.JPG Document Name: IMG_1224.JPG
Category: Superstructure Category: Substructure
Span Number:Span Number:
Comments: Underside of box beams, looking east.Comments: Southwest returnwall.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 6 of 10
Document Name: IMG_1226.JPG Document Name: IMG_1237.JPG
Category: Substructure Category: Substructure
Span Number: 1 Span Number: 1
Comments: East abutment.Comments: West abutment.
Document Name: PA101079.JPG Document Name: PA101080.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: West abutment, north half.Comments: West abutment, south half.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 7 of 10
Document Name: PA101083.JPG Document Name: PA101087.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: Northwest returnwall.Comments: Southeast returnwall.
Document Name: PA101096.JPG Document Name: PA101097.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East abutment, north half.Comments: East abutment, south half.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 8 of 10
Document Name: PA101098.JPG Document Name: PA101101.JPG
Category: Substructure Category: Substructure
Span Number:Span Number:
Comments: East abutment, shallow spall on upper north corner.Comments: Northeast returnwall.
Document Name: IMG_1222.JPG Document Name: IMG_1223.JPG
Category: Channel Category: Channel
Span Number:Span Number:
Comments: Channel looking south (upstream).Comments: Channel looking north (downstream).
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 9 of 10
Document Name: IMG_1241.JPG
Category: Other
Span Number:
Comments: Watermain on north bridge fascia.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 BRIDGE SAFETY INSPECTION REPORT
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form P2502 Printed on 11/21/2017 Page 10 of 10
Bridge History, Type, Materials
27 - Year Built 1990
106 - Year Reconstructed
202 - Year Painted
203 - Year Overlay 2017
43 - Main Span Bridge Type 5 05
44 - Appr Span Bridge Type
77 - Steel Type 0
78 - Paint Type 0
79 - Rail Type 8
80 - Post Type 1
107 - Deck Type 2
108A - Wearing Surface 3
108B - Membrane 0
108C - Deck Protection 0
Structure Dimensions
34 - Skew 0
35 - Struct Flared 0
45 - Num Main Spans 1
46 - Num Apprs Spans 0
48 - Max Span Length 76
49 - Structure Length 76
50A - Width Left Curb/SW 0
50B - Width Right Curb/SW 6.9
33 - Median 0
51 - Width Curb to Curb 40.4
52 - Width Out to Out 50.2
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 0
58 - Deck Rating 7
58A/B - Deck Surface/Bottom 9
59 - Superstructure Rating 6
59A - Paint Rating
60 - Substructure Rating 6
61 - Channel Rating 7
62 - Culvert Rating N
Navigation Data
38 - Navigation Control 0
39 - Vertical Clearance 0
40 - Horizontal Clearance 0
111 - Pier Protection
116 - Lift Brdg Vert Clear 0
Route Carried By Structure(ON Record)
5A - Record Type 1
5B - Route Signing 5
5C - Level of Service 1
5D - Route Number 02003
5E - Direction Suffix 0
10L - Best 3m Unclr-Lt 0 0
10R - Best 3m Unclr-Rt 99 99
PR Number
Control Section
11 - Mile Point 0
12 - Base Highway Network 0
13 - LRS Route-Subroute 0000003362 08
19 - Detour Length 3
20 - Toll Facility 3
26 - Functional Class 16
28A - Lanes On 3
29 - ADT 4000
30 - Year of ADT 2015
32 - Appr Roadway Width 41
32A/B - Ap Pvt Type/Width 4 37
42A - Service Type On 1
47L - Left Horizontal Clear 0.0
47R - Right Horizontal Clear 40.4
53 - Min Vert Clr Ov Deck 99 99
100 - STRAHNET 0
102 - Traffic Direct 2
109 - Truck % 2
110 - Truck Network 0
114 - Future ADT 4600
115 - Year Future ADT 2035
Freeway 0
Structure Appraisal
36A - Bridge Railing 1
36B - Rail Transition 1
36C - Approach Rail 1
36D - Rail Termination 1
67 - Structure Evaluation 6
68 - Deck Geometry 4
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 0
143 - Pin & Hanger Code 0
148 - No. of Pin & Hangers 0
Route Under Structure (UNDER Record)
5A - Record Type
5B - Route Signing
5C - Level of Service
5D - Route Number
5E - Direction Suffix
10L - Best 3m Unclr-Lt
10R - Best 3m Unclr-Rt
PR Number
Control Section
11 - Mile Point
12 - Base Highway Network
13 - LRS Route-Subroute
19 - Detour Length
20 - Toll Facility
26 - Functional Class
28B - Lanes Under
29 - ADT
30 - Year of ADT
42B - Service Type Under 5
47L - Left Horizontal Clear
47R - Right Horizontal Clear
54A - Left Feature
54B - Left Underclearance 99 99
54C - Right Feature
54D - Right Clearance 99 99
Under Clearance Year 0
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 5
41 - Open, Posted, Closed A
63 - Fed Oper Rtg Method 6
64F - Fed Oper Rtg Load 2.21
64MA - Mich Oper Rtg Method 6
64MB - Mich Oper Rtg 1.31
64MC - Mich Oper Truck 18
65 - Inv Rtg Method 6
66 - Inventory Load .77
70 - Posting 5
141 - Posted Loading
193 - Overload Class
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 STRUCTURE INVENTORY AND APPRAISAL
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1
WORK RECOMMENDATIONS MNF1
Inspector Name Agency / Company Name Insp. Freq.Insp. Date
Theodore Dombrowski Tetra Tech 24 10/10/2017
RECOMMENDATIONS & ACTION ITEMS
Recommendation Type Priority Description
Slope Repair L Place additional riprap at abutments.
MICHIGAN DEPARTMENT OF TRANSPORTATION
STR 3930 WORK RECOMMENDATIONS
Facility Latitude / Longitude MDOT Structure ID Structure Condition
CAVANAUGH ROAD 42.6901 / -84.5299 334385000018B01 Fair Condition(6)
Feature Length / Width / Spans Owner
SYCAMORE CREEK 76 / 50.2 / 1 City: LANSING(3850)
Location Built / Recon. / Paint / Ovly.TSC Operational Status
IN THE CITY OF LANSING 1990 / / / 2017 Lansing(17)A Open, no restriction(A)
Region / County Material / Design Last NBI Inspection Scour Evaluation
University(6) / Ingham(33)5 Prestressed Concrete / 05
Box Bm/Gird- Multiple
10/10/2017 / MNF1 7 Countermeasures
Printed on 11/21/2017 Page 1 of 1