Culvert Safety Inspection Report

Transcription

1 Culvert Safety Inspection Report Facility Federal Structure ID Inspector Name Agency/Consultant Inspection Date LEGEND Haggerty Rd (South) N/A RL/JF GLEG 1/26/ New Feature Latitude Longitude Struc Num Insp Freq Insp Key 7-8 Good Seeley Drain N 42 30' 51.5" W 83 26' 13.4" 0614B 48 N/A 5-6 Fair Location Section Length Width Year Built Spans Structure Type (43) Maint Dist 3-4 Poor Farmington Hills 6 14' 43'? S 2 or less Critical NBI INSPECTION 1. Pavement lane HMA. Open random cracks in NBD lanes. Transverse cracks (2 at referance lines; 2 between referance lines along northbound direction. 2. Sidewalks or curbs Concrete walk along east of roadway. Minor walk flag elevation misalignment. 3. Headers / Rails N N N Chainlink fence over culvert east of walk. Type B guardrail over culvert along west. 4. Approach GD Rail Type B guardrail over culvert along west. 5. Shoulder HMA/gravel shoulders. HMA has cracks. 6. Deck N N N 7. Deck Soffit N N N 8. Joints N 7 7 Leakage starting at vertical joints 9. Leakage Leakage starting at vertical joints 10. Stringers N N N

2 Culvert Safety Inspection Report Facility Federal Structure ID Inspector Name Agency/Consultant Inspection Date LEGEND Haggerty Rd (South) N/A RL/JF GLEG 1/26/ New Feature Latitude Longitude Struc Num Insp Freq Insp Key 7-8 Good Seeley Drain N 42 30' 51.5" W 83 26' 13.4" 0614B 48 N/A 5-6 Fair Location Section Length Width Year Built Spans Structure Type (43) Maint Dist 3-4 Poor Farmington Hills 6 14' 43'? S 2 or less Critical NBI INSPECTION 11. Pipe barrel CMP pipe arch. Flow is 20" below top of CMP, cannot go through. Leakage starting at vertical joints, no visible rust. No flow in north barrel (half sediment filled). Slight sag in south barrel, along the west end. 12. Abutments N N N 13. Piers N N N 14. Slope Vegetation on all slopes. 15. Scour None noted. 16. Channel SIA Vegetated channel banks. Heavy silt buildup in channel, (east end outlet), very soft mucky bottom at north barrel inlet. No flow through north barrel. 17. Culvert rtg SIA barrel CMP pipe arch. Flow is 20" below top of CMP, cannot go through. Leakage starting at vertical joints, no visible rust. No flow in north barrel (half sediment filled). Slight sag in south barrel, along the west end. Guard Rail 36A N Water Adeq 4 36B N Appr Align 8 36C 0 Special Insp Equip. 2 36D 0 UW Inspect Method 1 M Perform drain cleanout. Repairs/Maintenance H Seal cracks in roadway surface General Notes Load Restriction No Posting Structure Type Corrugated Metal Pipe

3 West elevation of culvert East elevation of culvert 1

4 View looking west off of culvert View looking east off of culvert 2

5 View looking north thru structure View of deck surface 3

6 View of railing, typical View of W backed railing over structure, typical 4

7 Sidewalk along the east East shoulder, typical 5

8 South CMP, east end, looking west South CMP, east end, south 6

9 South CMP, east end, north South CMP, west end, looking east 7

10 South CMP, east end, south South CMP, east end, north 8

11 North CMP, east end, looking west North CMP, east end, south 9

12 North CMP, east end, north North CMP, west end, looking east 10

13 North CMP, west end, south North CMP, west end, north 11

14 Under of CMP culvert, typical Bolt/seams of CMP, typical 12

15 Waterline of CMP, typical Outlet pipe in north CMP, west end inlet 13