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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