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HomeMy WebLinkAboutMDOT_RPT_STR 13685 Enterprise over Pawlowski Creek 2017CULVERT INSPECTION PDXM Inspector Name Agency / Company Name Insp. Freq.Insp. Date Theodore Dombrowski Tetra Tech 24 10/10/2017 GENERAL NOTES Two arched corrugated metal pipes with concrete headwalls and wingwalls. Normal flow is through N pipe, S pipe is at higher elevation and is for high water flow only. S pipe has concrete floor slab full length. Concrete apron at each end with concrete filled mats beyond. Bituminous road surface with concrete curb and gutter. NBI INSPECTION 10/13 10/15 10/17 1. Culvert Rating (SIA-62) 2 5 5 (10/17) (10/15) Complete failure of south barrel along south side along waterline. (10/13) 2. Channel (SIA-61) 5 5 5 Channel heavily vegetated. Restricted by trees and brush. (10/17) Channel heavily vegetated. Restricted by trees and brush. (10/15) Channel heavily vegetated. Restricted by trees and brush. (10/13) 3. Scour 7 7 7 Concrete apron at both ends. Concrete filled mats beyond and on slopes. (10/17) West end of culvert protected by concrete apron. (10/15) West end of culvert protected by concrete apron. (10/13) AASHTO ELEMENTS (English Units) Element Element Total Unit Good Fair Poor Severe Number Name Quantity CS1 CS2 CS3 CS4 Culvert 240 Steel Culvert 123 ft 0 123 0 0 0%100%0%0% Light rust along base of S pipe. Moderate to heavy corrosion along waterline of N pipe. Numerous small dents and several small holes (1"-2") near west end. 861 Culvert Wingwall 4 (EA)4 0 0 0 100%0%0%0% Concrete pipe penetrating SW wingwall. 863 Culvert Headwall 2 (EA)1 1 0 0 50%50%0%0% W headwall: some honeycombing and spalling at base of pilaster between pipes. E headwall: some chipping around top of N pipe, crack over N pipe. MISCELLANEOUS Guard Rail Other Items Item Rating Item Rating 36A. Bridge Railings N 71. Water Adequacy 9 36B. Transitions N 72. Approach Alignment 8 36C. Approach Guardrail N Special Insp. Equipment 2 36D. Approach Guardrail Ends N Underwater Insp. Method 1 RECOMMENDATIONS & ACTION ITEMS MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 1 of 8 Recommendation Type Priority Description Appr. Pavement M Replace settled curb in northeast quadrant. Fill hole behind curb. Bridge Repl.H Culvert replacement. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 2 of 8 SUPPORTING IMAGES PDXM 10/10/2017 Document Name: IMG_0666.JPG Document Name: PA100697.JPG Category: Elevation Category: Elevation Span Number:Span Number: Comments: West headwall elevation.Comments: East headwall elevation. Document Name: IMG_0692.JPG Document Name: IMG_0694.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: Road surface over culvert looking west.Comments: Road surface over culvert looking east. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 3 of 8 Document Name: PA100738.JPG Document Name: PA100740.JPG Category: Approach Category: Approach Span Number:Span Number: Comments: Settled concrete curb in NE quadrant.Comments: South approach looking south. Document Name: PA100741.JPG Document Name: IMG_0660.JPG Category: Approach Category: Culvert Span Number:Span Number: 2 Comments: North approach looking north.Comments: North barrel. Typical small hole near west end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 4 of 8 Document Name: IMG_0662.JPG Document Name: IMG_0664.JPG Category: Culvert Category: Culvert Span Number: 2 Span Number: 1 Comments: West headwall at north barrel.Comments: West headwall at south barrel, looking east. Document Name: PA100687.JPG Document Name: PA100698.JPG Category: Culvert Category: Culvert Span Number: 1 Span Number: 1 Comments: South barrel at east end looking west.Comments: South barrel at west end looking east. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 5 of 8 Document Name: PA100699.JPG Document Name: PA100703.JPG Category: Culvert Category: Culvert Span Number:Span Number: 2 Comments: Spall at base of west headwall and cracks in apron.Comments: North barrel. Bulkheaded pipe penetration on north side near east end. Document Name: PA100704.JPG Document Name: PA100705.JPG Category: Culvert Category: Culvert Span Number:Span Number: 2 Comments:Comments: North barrel. Bulkheaded pipe penetrations on south side near east end. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 6 of 8 Document Name: PA100712.JPG Document Name: PA100717.JPG Category: Culvert Category: Culvert Span Number: 2 Span Number: 2 Comments: North barrel. Corrosion and holes over bulkheaded pipe penetration on south side near east end. Comments: North barrel. Patch on south side near east end. Document Name: PA100727.JPG Document Name: PA100734.JPG Category: Culvert Category: Culvert Span Number: 2 Span Number: 2 Comments: North barrel. Patch on south side near west end.Comments: North barrel, south side at west end at headwall. MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 7 of 8 Document Name: PA100735.JPG Document Name: IMG_0687.JPG Category: Culvert Category: Channel Span Number: 2 Span Number: Comments: North barrel. Near east end looking west.Comments: Channel looking west (upstream). Document Name: PA100737.JPG Category: Channel Span Number: Comments: Channel looing east (downstream). MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 CULVERT SAFETY INSPECTION REPORT Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form P2502 Printed on 11/21/2017 Page 8 of 8 Bridge History, Type, Materials 27 - Year Built 1978 106 - Year Reconstructed 202 - Year Painted 203 - Year Overlay 43 - Main Span Bridge Type 3 19 44 - Appr Span Bridge Type 77 - Steel Type 3 78 - Paint Type 3 79 - Rail Type 0 80 - Post Type 107 - Deck Type N 108A - Wearing Surface N 108B - Membrane N 108C - Deck Protection N Structure Dimensions 34 - Skew 35 - Struct Flared 0 45 - Num Main Spans 2 46 - Num Apprs Spans 0 48 - Max Span Length 10.2 49 - Structure Length 23.3 50A - Width Left Curb/SW 50B - Width Right Curb/SW 33 - Median 0 51 - Width Curb to Curb 36 52 - Width Out to Out 62.5 112 - 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 1 58 - Deck Rating N 58A/B - Deck Surface/Bottom 59 - Superstructure Rating N 59A - Paint Rating 60 - Substructure Rating N 61 - Channel Rating 5 62 - Culvert Rating 5 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 6 5D - Route Number 00000 5E - Direction Suffix 0 10L - Best 3m Unclr-Lt 10R - Best 3m Unclr-Rt 99 99 PR Number Control Section 11 - Mile Point .31 12 - Base Highway Network 0 13 - LRS Route-Subroute 0000003457 15 19 - Detour Length 1 20 - Toll Facility 3 26 - Functional Class 19 28A - Lanes On 2 29 - ADT 4525 30 - Year of ADT 2009 32 - Appr Roadway Width 36 32A/B - Ap Pvt Type/Width 4 33.99 42A - Service Type On 1 47L - Left Horizontal Clear 0 47R - Right Horizontal Clear 36.0 53 - Min Vert Clr Ov Deck 99 99 100 - STRAHNET 0 102 - Traffic Direct 2 109 - Truck % 8 110 - Truck Network 0 114 - Future ADT 5329 115 - Year Future ADT 2021 Freeway 0 Structure Appraisal 36A - Bridge Railing N 36B - Rail Transition N 36C - Approach Rail N 36D - Rail Termination N 67 - Structure Evaluation 5 68 - Deck Geometry 5 69 - Underclearance N 71 - Waterway Adequacy 9 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 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 56 - Left Horiz Clearance 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 1 64F - Fed Oper Rtg Load 31.7 64MA - Mich Oper Rtg Method 1 64MB - Mich Oper Rtg 122 64MC - Mich Oper Truck 9 65 - Inv Rtg Method 1 66 - Inventory Load 27.9 70 - Posting 5 141 - Posted Loading 193 - Overload Class MICHIGAN DEPARTMENT OF TRANSPORTATION STR 13685 STRUCTURE INVENTORY AND APPRAISAL Facility Latitude / Longitude MDOT Structure ID Structure Condition ENTERPRISE DRIVE 42.6738 / -84.528 335385000028C01 Fair Condition(5) Feature Length / Width / Spans Owner PAWLOWSKI CREEK DRAIN 23.3 / 62.5 / 2 City: LANSING(3850) Location Built / Recon. / Paint / Ovly.TSC Operational Status 0.3 MI W OF AURELIUS RD 1978 / / /Lansing(17)A Open, no restriction(A) Region / County Material / Design Last NBI Inspection Scour Evaluation University(6) / Ingham(33)3 Steel / 19 Culvert 10/10/2017 / PDXM 7 Countermeasures Form 1717A (01/2002)Printed on 11/21/2017 Page 1 of 1