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HomeMy WebLinkAboutMDOT_RPT_STR 3943 Pleasant View Sch Walkover over Pleasant Grove 2017NBI INSPECTION 0J67 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/12/2017 GENERAL NOTES The walkover consists of one main truss span and four approach stair spans (two west and two east). 15'-2" underclearance posted on both north and south faces. DECK 10/13 10/15 10/17 1. Surface (SIA-58A) N N 7 Aluminum deck planks. The two bottom treads at W stair are dented and damaged and have a welded repair at bottom tread. (10/17) Aluminum deck planks. (10/15) Aluminum deck planks. (10/13) 2. Expansion Joints N N N (10/17) (10/15) (10/13) 3. Other Joints N N N (10/17) (10/15) (10/13) 4. Railings 6 6 6 Pedestrian fencing each side with handrails. Fencing fabric installed sideways at south side of E intermediate platform. Some wire ties missing at bottom of fencing. (10/17) Fencing fabric installed sideways at south side of E intermediate platform. Some wire ties missing at bottom of fencing. (10/15) Fencing fabric installed sideways at south side of east intermediate platform. Some wire ties missing at bottom of fencing. (10/13) 5. Sidewalks or Curbs N N N (10/17) (10/15) (10/13) 6. Deck Bottom Surface (SIA-58B) N N 7 Aluminum deck planks. (10/17) (10/15) (10/13) 7. Deck (SIA-58) 7 7 7 Aluminum deck planks. The two bottom treads at W stair are dented and damaged and have a welded repair at bottom tread. (10/17) Aluminum deck planks. The two bottom treads at W stair are dented and damaged and have a welded repair at bottom tread. (10/15) Aluminum deck planks. Two bottom treads at west stairs are dented and damaged with a welded repair at bottom tread. (10/13) 8. Drainage (10/17) (10/15) (10/13) SUPERSTRUCTURE 10/13 10/15 10/17 MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 1 of 9 9. Stringer (SIA-59) 8 8 8 Unpainted aluminum through truss. Slight scrapes and dents at bottom of both stringers at W stair. (10/17) Unpainted aluminum truss. Slight scrapes and dents at bottom of both stringers at W stair. Anti-climb shield is missing at W main span support columns. Slight scrape on north column at W main span support. (10/15) Unpainted aluminum truss. Slight scrapes and dents at bottom of both stringers at west stair. Anti-climb shield is missing at west main span support columns. Slight scrape on north column at west main span support. (10/13) 10. Paint (SIA-59A) N N N Unpainted aluminum. (10/17) (10/15) (10/13) 11. Section Loss N N N (10/17) (10/15) (10/13) 12. Bearings 7 7 7 Grout is cracked and disintegrating under some column base plates. Broken anchor bolt at west stringer of east stairs. (10/17) Grout is cracked and disintegrating under some column base plates. (10/15) Unpainted aluminum truss. Slight scrapes and dents at bottom of both stringers at west stair. Anti-climb shield is missing at west main span support columns. (10/13) SUBSTRUCTURE 10/13 10/15 10/17 13. Abutments (SIA-60) 6 6 6 Stair stringers on concrete slabs. West stairs: spall under bottom of west stringer. (10/17) West stairs: spall under bottom of west stringer. W stair foundation: leaching map cracks, crack on W face. W main span foundation: map cracking, spall SE corner, incipient spalls SW, NW and NE corners. E main span foundation: some leaching cracks. (10/15) West stairs: spall under bottom of west stringer. West stair foundation: leaching map cracks, crack on W face. West main span foundation: map cracking, spall SE corner, incipient spalls SW, NW and NE corners. East main span foundation: some leaching cracks. (10/13) 14. Piers (SIA-60) N N N Aluminum tube columns on concrete foundation pedestals. Decorative anti-climb shield is missing at W main span support columns. Slight scrape on north column at W main span support. W stair foundation: leaching map cracks, crack on W face. W main span foundation: map cracking, spall SE corner, incipient spalls SW, NW and NE corners. E main span foundation: some leaching cracks. (10/17) (10/15) (10/13) 15. Slope Protection 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) APPROACH 10/13 10/15 10/17 18. Approach Pavement N 7 Concrete sidewalks are in good condition. (10/17) (10/15) (10/13) MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 2 of 9 19. Approach Shoulders Sidewalks 7 7 N (10/17) Sidewalks are in good condition. (10/15) Sidewalks are in good condition. (10/13) 20. Approach Slopes (10/17) (10/15) (10/13) 21. Utilities (10/17) (10/15) (10/13) 22. Drainage Culverts (10/17) (10/15) (10/13) MISCELLANEOUS Guard Rail Other Items Item Rating Item Rating 36A. Bridge Railings N 71. Water Adequacy N 36B. Transitions N 72. Approach Alignment N 36C. Approach Guardrail N Temporary Support 0 No Temporary Supports 36D. Approach Guardrail Ends N 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 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 3 of 9 SUPPORTING IMAGES 0J67 10/12/2017 Document Name: IMG_1870.JPG Document Name: IMG_1903.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: South elevation.Comments: North elevation. Document Name: PA120276.JPG Document Name: IMG_1855.JPG Category: Approach Category: Superstructure Span Number:Span Number: Comments: Sidewalk at base of east stairs.Comments: West stairs, looking east. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 4 of 9 Document Name: IMG_1856.JPG Document Name: IMG_1857.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: West stairs, looking north.Comments: Dent on bottom stair tread. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 5 of 9 Document Name: IMG_1878.JPG Document Name: IMG_1886.JPG Category: Superstructure Category: Superstructure Span Number:Span Number: Comments: Main truss span, looking east.Comments: East stairs, bottom run looking north. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 6 of 9 Document Name: PA120264.JPG Document Name: PA120272.JPG Category: Superstructure Category: Bearings Span Number:Span Number: Comments: West main truss span pier, looking west.Comments: Broken bolt on west stringer of east stairs. Document Name: IMG_1865.JPG Document Name: IMG_1895.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: West main truss span foundation pedestal, looking east. Comments: East main truss span foundation pedestal, looking west. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 7 of 9 Document Name: PA120266.JPG Document Name: PA120267.JPG Category: Substructure Category: Substructure Span Number:Span Number: Comments: West main truss span foundation pedestal, looking northwest. Comments: West stair foundation pedestal, looking southwest. Document Name: PA120282.JPG Document Name: IMG_1883.JPG Category: Substructure Category: Span Number:Span Number: Comments: East main truss span foundation pedestal, looking northeast. Comments: East stair, looking east at top run and intermediate platform. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 8 of 9 Document Name: PA120269.JPG Category: Span Number: Comments: East stair, fencing on south side of intermediate platform. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 BRIDGE SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form P2502 Printed on 11/21/2017 Page 9 of 9 Bridge History, Type, Materials 27 - Year Built 1974 106 - Year Reconstructed 202 - Year Painted 203 - Year Overlay 43 - Main Span Bridge Type 9 10 44 - Appr Span Bridge Type _ 77 - Steel Type 0 78 - Paint Type 0 79 - Rail Type _ 80 - Post Type _ 107 - Deck Type 3 108A - Wearing Surface 9 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 70.9 49 - Structure Length 77.8 50A - Width Left Curb/SW 0 50B - Width Right Curb/SW 5.9 33 - Median 0 51 - Width Curb to Curb 52 - Width Out to Out 7.2 112 - NBIS Length Y Inspection Data 90 - Inspection Date 10/12/2017 91 - Inspection Freq 24 92A - Frac Crit Req/Freq N 93A - Frac Crit Insp Date 92B - Und Water Req/Freq N 93B - Und Water Insp Date 92C - Oth Spec Insp Req/Freq N 93C - Oth Spec Insp Date 92D - Fatigue Req/Freq N 93D - Fatigue Insp Date 176A - Und Water Insp Method 0 58 - Deck Rating 7 58A/B - Deck Surface/Bottom 7 7 59 - Superstructure Rating 8 59A - Paint Rating N 60 - Substructure Rating 6 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 Route Carried By Structure(ON 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 28A - Lanes On 29 - ADT 30 - Year of ADT 32 - Appr Roadway Width 32A/B - Ap Pvt Type/Width 42A - Service Type On 3 47L - Left Horizontal Clear 0 47R - Right Horizontal Clear 0 53 - Min Vert Clr Ov Deck 99 99 100 - STRAHNET 102 - Traffic Direct 109 - Truck % 110 - Truck Network 114 - Future ADT 115 - Year Future ADT Freeway Structure Appraisal 36A - Bridge Railing N 36B - Rail Transition N 36C - Approach Rail N 36D - Rail Termination N 67 - Structure Evaluation N 68 - Deck Geometry N 69 - Underclearance 5 71 - Waterway Adequacy N 72 - Approach Alignment N 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 143 - Pin & Hanger Code 148 - No. of Pin & Hangers Route Under Structure (UNDER Record) 5A - Record Type 2 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 15 5 PR Number Control Section 11 - Mile Point 12 - Base Highway Network 0 13 - LRS Route-Subroute 0000003437 04 19 - Detour Length 0 20 - Toll Facility 3 26 - Functional Class 16 28B - Lanes Under 4 29 - ADT 5166 30 - Year of ADT 42B - Service Type Under 1 47L - Left Horizontal Clear 0 47R - Right Horizontal Clear 67.59 54A - Left Feature H 54B - Left Underclearance 15 5 54C - Right Feature H 54D - Right Clearance 15 5 Under Clearance Year 55A - Reference Feature H 55B - Right Horiz Clearance 10.5 56 - Left Horiz Clearance 0 100 - STRAHNET 0 102 - Traffic Direct 2 109 - Truck % 110 - Truck Network 0 114 - Future ADT 999999 115 - Year Future ADT Freeway 0 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 7 41 - Open, Posted, Closed A 63 - Fed Oper Rtg Method 2 64F - Fed Oper Rtg Load 0 64MA - Mich Oper Rtg Method 64MB - Mich Oper Rtg 0 64MC - Mich Oper Truck 65 - Inv Rtg Method 2 66 - Inventory Load 0 70 - Posting 5 141 - Posted Loading 193 - Overload Class MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1 WORK RECOMMENDATIONS 0J67 Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/12/2017 RECOMMENDATIONS & ACTION ITEMS Recommendation Type Priority Description Railing Repair M Replace fencing that was installed sideways at east intermediate platform. Reconnect loose fencing at upper stair run of west stairs. Replace missing wire ties for fencing. Substr Repair M Chip and repair spalls at foundation pedestals. Other M Chip and replace non-shrink grout under base plates as required. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 3943 WORK RECOMMENDATIONS Facility Latitude / Longitude MDOT Structure ID Structure Condition PLEASENT VIEW SCHL 42.6886 / -84.5823 334385000091P01 Fair Condition(6) Feature Length / Width / Spans Owner PLEASANT GROVE RD 77.8 / 7.2 / 1 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 4600 PLEASANT GROVE ROAD 1974 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)9 Aluminum or Iron / 10 Truss- Thru and Pony 10/12/2017 / 0J67 N Not Over Waterway Printed on 11/21/2017 Page 1 of 1