B_CULVERT ASSESSMENT SUMMARY AND RECOMMENDATIONS.xlsx
XLSX spreadsheet 1 MB Posted
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About this file
This spreadsheet summarizes the condition assessment of 50 culverts along the Natchez Trace Parkway in Mississippi. It identifies each culvert's location, dimensions, material type, condition rating, observations about needed repairs or maintenance, and recommended remediation actions. The culverts range in size from 18 to 120 inches in diameter and consist of reinforced concrete, corrugated metal, or box structures. Common issues include sediment accumulation, erosion, cracking or deterioration of materials, and drainage obstructions. Recommended repairs include cleaning, ditch work, concrete repair, adding riprap or lining, and replacing deteriorated segments.
This spreadsheet provides detailed inspection findings and proposed repair solutions for 50 culverts located along a section of the Natchez Trace Parkway. It identifies the precise location of each culvert, describes existing conditions like material type and defects, assigns a condition rating, and recommends specific remedial actions to address issues such as sediment buildup, erosion, material deterioration or drainage obstructions. Culvert sizes vary considerably from 18 to 120 inches in diameter, and are constructed of reinforced concrete, corrugated metal or box configurations. Common repairs center on cleaning, ditch work, concrete repair, installing riprap or liners, and replacing damaged segments.
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NATR MAIN
| CULVERT NO | Cycle5 | ||||||||||||||||||
| MILEPOST LABEL | MILEPOST | DIST. FR. MARKER (MILES) | FIELD EST. MILEPOST (DEC) | APPROXIMATE LATITUDE | APPROXIMATE LONGITUDE | FIELD EST. LAT. | FIELD EST. L0NG. | LENGTH (FT) | TYPE AND SHAPE | SIZE | MATERIAL | US END TYPE | DS END TYPE | OVERALL RATING | OBSERVATIONS | RECOMMENDATIONS | Performance Problem Requiring Level Action | ||
| 1 | 122.413 | 121 | 0.023 | 32.5721874 | -89.8853678 | 32.572187 | -89.885368 | 60 | RCB | 6X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | Brush and debris cover inlet and outlet. Cracking of walls and top. Erosion on headwalls. | Remove 50ft each side. Seal 100 lnft. Add 10ton riprap each side. | 1 | ||
| 2 | 122.637 | 121 | 0.247 | 32.5735859 | -89.8818156 | 32.573586 | -89.881816 | UK | RCB | 2 - 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Sediment in north barrel | Clean inlet and outlet ditch 30ft. Add 5 ton riprap each side. | 1 | ||
| 3 | 122.794 | 121 | 0.404 | 32.5746494 | -89.8794920 | 32.574649 | -89.879492 | 60 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet 30ft of trees and debris. Add riprap 5ton each side. | 1 | |||
| 4 | 122.949 | 121 | 0.559 | 32.5757472 | -89.8771905 | 32.575747 | -89.877190 | 60 | RCB | 2 - 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet ditch of brush and sediment 30ft. Add riprap 5ton each side. | 1 | |||
| 5 | 123.097 | 121 | 0.707 | 32.5768470 | -89.8750305 | 32.576847 | -89.875031 | 60 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet ditch of trees and brush 30ft to drain. Add riprap at outlet 10ton, inlet 5ton. | 1 | |||
| 6 | 123.213 | 121 | 0.823 | 32.5777864 | -89.8733814 | 32.577786 | -89.873381 | 40 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean ditch inlet and outlet 30ft to drain. | 1 | |||
| 7 | 123.357 | 121 | 0.967 | 32.5789998 | -89.8713561 | 32.579000 | -89.871356 | 40 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Scour on outlet for 20ft | Clean 30ft ditch inlet and outlet of trees and debris. Add 20 ton riprap to outlet. | 1 | ||
| 8 | 123.406 | 122 | 0.006 | 32.5793940 | -89.8706783 | 32.579394 | -89.870678 | 60 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet 30ft of brush and debris to drain | 2 | |||
| 9 | 123.516 | 122 | 0.116 | 32.5803153 | -89.8691588 | 32.580315 | -89.869159 | 70 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Outlet - scour below bottom of headwall allow erosion on back of headwall. 15ton riprap 10cy embankment. | Clean inlet and outlet ditch 30ft. | 1 | ||
| 10 | 123.528 | 122 | 0.128 | 32.5804203 | -89.8689938 | 32.580420 | -89.868994 | 65 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall buried in brush. Outlet and inlet scour - 3ft and back of headwall | Clean inlet and outlet 30ft of trees brush and sediment | 1 | ||
| 11 | 123.648 | 122 | 0.248 | 32.5814641 | -89.8673747 | 32.581464 | -89.867375 | 60 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet 30ft of debris | 1 | |||
| 12 | 123.743 | 122 | 0.343 | 32.5823356 | -89.8661110 | 32.582336 | -89.866111 | 50 | RCB | 4X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch to drain and remove trees and brush | 1 | |||
| 13 | 123.876 | 122 | 0.476 | 32.5835831 | -89.8643710 | 32.583583 | -89.864371 | 50 | RCB | 8X8 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall. Sediment in box. | Clean inlet 30ft. Clean outlet to drain. | UK | ||
| 14 | 123.947 | 122 | 0.547 | 32.5842614 | -89.8634638 | 32.584261 | -89.863464 | 80 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion on both headwalls. 20cyds embankment. | Clean inlet ditch of brush and trees 50ft | 1 | ||
| 15 | 124.146 | 122 | 0.746 | 32.5862124 | -89.8609972 | 32.586212 | -89.860997 | 120 | RCP | 18" | CONCRETE | 3 DROP INLET w/grate | PIPE | FAIR | 3 drop inlets buried with major erosion - broken pipe. Trees on top of structure. | 1 | |||
| 16 | 124.303 | 122 | 0.903 | 32.5877916 | -89.8591356 | 32.587792 | -89.859136 | 40 | RCB | 12X12 | CONCRETE | HEADWALL | HEADWALL | FAIR | Inlet - apron broken. Outlet - backfill erosion around apron/spillwall. Erosion around headwall. | Replace apron. Clean trees and brush from ditch. | 1 | ||
| 17 | 124.444 | 123 | 0.034 | 32.5892680 | -89.8574828 | 32.589268 | -89.857483 | 45 | RCB | 8X8 | CONCRETE | HEADWALL | HEADWALL | FAIR | 5 inch sediment in barrel. Erosion around headwall. | Clean outlet ditch to drain 50ft. Clean inlet ditch 30ft. Remove trees and brush. | 2 | ||
| 18 | 124.606 | 123 | 0.196 | 32.5910599 | -89.8555883 | 32.591060 | -89.855588 | 40 | RCB | 2 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | North barrel full of sediment. Erosion @headwall. | Clean outlet and inlet 30ft to remove trees and brush. Realign inlet ditch. | 2 | ||
| 19 | 124.842 | 123 | 0.432 | 32.5935744 | -89.8529649 | 32.593574 | -89.852965 | 45 | RCB | 2 - 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | South barrel full of sediment. | Outlet - Clean 50ft of brush and debris and realign ditch. Inlet - clean ditch 30ft of brush and debris. | 2 | ||
| 20 | 124.949 | 123 | 0.539 | 32.5947955 | -89.8518295 | 32.594796 | -89.851830 | UK | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 2 | ||||
| 21 | 125.062 | 123 | 0.652 | 32.5960776 | -89.8506747 | 32.596078 | -89.850675 | 50 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet to drain 100ft each | 2 | |||
| 22 | 125.156 | 123 | 0.746 | 32.5971810 | -89.8497275 | 32.597181 | -89.849728 | 45 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation in pipe. | Grade outlet to drain 125ft | 2 | ||
| 23 | 125.183 | 123 | 0.773 | 32.5975006 | -89.8494601 | 32.597501 | -89.849460 | 40 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | POOR | Grade outlet ditch to drain 150ft | 2 | |||
| 24 | 125.238 | 123 | 0.828 | 32.5981664 | -89.8489048 | 32.598166 | -89.848905 | 40 | RCB | 2 - 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Barrel full of sediment. | Inlet and outlet ditch 50ft to drain, remove trees and brush. Realign ditch to fit barrel. | 2 | ||
| 25 | 125.524 | 124 | 0.104 | 32.6015780 | -89.8462300 | 32.601578 | -89.846230 | 50 | RCB | 2 - 10X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-311. North barrel blocked with sediment. South barrel partially blocked. Erosion around headwall. | Grade inlet and outlet. Realign and remove trees/brush 50ft. | 2 | ||
| 26 | 125.554 | 124 | 0.134 | 32.6019376 | -89.8459673 | 32.601938 | -89.845967 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade ditch and remove brush and debris 30ft each side. | 2 | |||
| 27 | 125.727 | 124 | 0.307 | 32.6040778 | -89.8444035 | 32.604078 | -89.844404 | 40 | RCB | 2 - 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch 30ft. | 2 | |||
| 28 | 125.936 | 124 | 0.516 | 32.6066260 | -89.8425121 | 32.606626 | -89.842512 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch 30ft to remove brush and trees | 1 | |||
| 29 | 126.004 | 124 | 0.584 | 32.6074214 | -89.8418460 | 32.607421 | -89.841846 | 40 | RCB | 3 - 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-374. Erosion around headwall. | Clean inlet and outlet 50ft of trees and brush. | 1 | ||
| 30 | 126.163 | 124 | 0.743 | 32.6092167 | -89.8401567 | 32.609217 | -89.840157 | 40 | RCB | 2 - 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion around headwall. | Grade inlet and outlet to drain 30ft. | 1 | ||
| 31 | 126.308 | 124 | 0.888 | 32.6107278 | -89.8384494 | 32.610728 | -89.838449 | 40 | RCB | 4 - 5X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-313. North barrel blocked with sediment. South barrel partially blocked. Erosion around headwall. | Clean ditch to drain. Remove trees/brush/sediment 30ft. Add 15ton riprap to outlet. | 2 | ||
| 32 | 126.405 | 124 | 0.985 | 32.6116790 | -89.8372360 | 32.611679 | -89.837236 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet 50ft to drain. Grade outlet 30ft. Add 10 ton riprap. | 1 | |||
| 33 | 126.758 | 125 | 0.328 | 32.6147002 | -89.8323569 | 32.614700 | -89.832357 | 40 | RCB | 2 - 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall. | Clean inlet and outlet 40ft to drain. | 2 | ||
| 34 | 126.996 | 125 | 0.566 | 32.6166571 | -89.8290538 | 32.616657 | -89.829054 | 40 | RCB | 2 - 8X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall. | Add riprap @outlet. | 1 | ||
| 35 | 127.113 | 125 | 0.683 | 32.6178297 | -89.8276289 | 32.617830 | -89.827629 | 55 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain 40ft. | 1 | |||
| 36 | 127.459 | 126 | 0.019 | 32.6219740 | -89.8243573 | 32.621974 | -89.824357 | 50 | RCB | 4X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet ditch 50ft of debris and brush to drain. Add riprap to outlet. | 1 | |||
| 37 | 127.616 | 126 | 0.176 | 32.6240951 | -89.8234279 | 32.624095 | -89.823428 | 60 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | POOR | Headwall erosion. Joint separation in pipe. | Grade outlet 30ft and inlet 20ft. | 2 | ||
| 38 | 127.721 | 126 | 0.281 | 32.6255586 | -89.8229999 | 32.625559 | -89.823000 | 60 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | POOR | Joint separation on pipe. | Grade inlet and outlet to drain 30ft. | 1 | ||
| 39 | 128.155 | 126 | 0.715 | 32.6317022 | -89.8216840 | 32.631702 | -89.821684 | 45 | RCB | 2 - 6X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | North barrel blocked on inlet and outlet side. Erosion on inlet side behind headwall and beside box 3ft deep by 3ft wide. | Grade inlet and outlet 30ft to drain and remove tree/brush | 2 | ||
| 40 | 128.244 | 126 | 0.804 | 32.6328430 | -89.8210140 | 32.632843 | -89.821014 | 55 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch 30ft to drain. | 2 | |||
| 41 | 128.753 | 127 | 0.323 | 32.6376900 | -89.8146311 | 32.637690 | -89.814631 | 50 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion on headwalls. | Clean inlet and outlet ditch 30ft to drain. | 1 | ||
| 42 | 128.861 | 127 | 0.431 | 32.6383806 | -89.8129909 | 32.638381 | -89.812991 | 60 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Grade inlet and outlet to drain and remove debris 30ft. | 2 | |||
| 43 | 129.084 | 127 | 0.654 | 32.6394768 | -89.8094066 | 32.639477 | -89.809407 | 50 | RCB | 2 - 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | North barrel half full of sediment. | Align ditch on both ends. Clean inlet and outlet 30ft of debris to drain. | 1 | ||
| 44 | 129.131 | 127 | 0.701 | 32.6396434 | -89.8086196 | 32.639643 | -89.808620 | 45 | RCB | 2 - 6X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain and remove brush. | 1 | |||
| 45 | 129.323 | 127 | 0.893 | 32.6402178 | -89.8053970 | 32.640218 | -89.805397 | 45 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain and remove debris 30ft | 1 | |||
| 46 | 129.414 | 127 | 0.984 | 32.6404850 | -89.8038790 | 32.640485 | -89.803879 | 70 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet of debris to drain 50ft | 1 | |||
| 47 | 129.506 | 128 | 0.056 | 32.6407941 | -89.8023594 | 32.640794 | -89.802359 | 60 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain 50ft. | 2 | |||
| 48 | 129.603 | 128 | 0.153 | 32.6411725 | -89.8007700 | 32.641173 | -89.800770 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain 30ft. | 1 | |||
| 49 | 129.753 | 128 | 0.303 | 32.6418787 | -89.7983560 | 32.641879 | -89.798356 | 40 | RCB | 3 - 8X4 | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Bridge culvert: 5570-314. North barrel full of sediment. | Realign ditch to match culvert. Grade outlet to remove sediment of north and middle barrel. | 2 | ||
| 50 | 129.866 | 128 | 0.416 | 32.6425020 | -89.7965652 | 32.642502 | -89.796565 | 40 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade outlet to drain 60ft | 2 | |||
| 51 | 130.003 | 128 | 0.553 | 32.6433459 | -89.7944719 | 32.643346 | -89.794472 | 50 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall. | Grade inlet 20ft to drain, grade outlet 60ft to drain. | 2 | ||
| 52 | 130.075 | 128 | 0.625 | 32.6438490 | -89.7933955 | 32.643849 | -89.793396 | 60 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall. | Clean ditch to drain - inlet 15ft and outlet 60ft. | 2 | ||
| 53 | 130.231 | 128 | 0.781 | 32.6450672 | -89.7911757 | 32.645067 | -89.791176 | 45 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain 30ft. | 2 | |||
| 54 | 130.406 | 128 | 0.956 | 32.6466938 | -89.7888501 | 32.646694 | -89.788850 | 50 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet 20ft - outlet 35ft to drain | 2 | |||
| 55 | 130.494 | 129 | 0.034 | 32.6475758 | -89.7877838 | 32.647576 | -89.787784 | 40 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet 30ft to drain. | 1 | |||
| 56 | 130.667 | 129 | 0.207 | 32.6494290 | -89.7858267 | 32.649429 | -89.785827 | 40 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain 30ft. | 2 | |||
| 57 | 130.763 | 129 | 0.303 | 32.6504687 | -89.7847327 | 32.650469 | -89.784733 | 40 | RCB | 2 - 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet 25ft to drain. | 1 | |||
| 58 | 130.868 | 129 | 0.408 | 32.6515698 | -89.7834870 | 32.651570 | -89.783487 | 35 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Pipe is too small. | Grade to drain 35ft | 2 | ||
| 59 | 131.032 | 129 | 0.572 | 32.6531639 | -89.7814200 | 32.653164 | -89.781420 | 35 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation | Grade outlet and inlet to drain 30ft | 2 | ||
| 60 | 131.217 | 129 | 0.757 | 32.6548003 | -89.7789248 | 32.654800 | -89.778925 | 40 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet of brush /trees to drain 35ft | 2 | |||
| 61 | 131.516 | 130 | 0.046 | 32.6570367 | -89.7745823 | 32.657037 | -89.774582 | 35 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet ditch to drain 25ft | 2 | |||
| 62 | 131.624 | 130 | 0.154 | 32.6577178 | -89.7729343 | 32.657718 | -89.772934 | 40 | RCB | 4 - 8X6 | CONCRETE | HEADWALL | HEADWALL | POOR | Bridge culvert: 5570-315 | Grade inlet and outlet 75ft to realign with barrels. Remove sediment, trees and brush. | 2 | ||
| 63 | 131.712 | 130 | 0.242 | 32.6582443 | -89.7715355 | 32.658244 | -89.771535 | 40 | RCB | 2 - 6X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade @headwall. North barrel blocked with sediment. | Grade to remove trees/brush and realign ditch to headwall. Recommend cleaning blocked box. | 2 | ||
| 64 | 131.769 | 130 | 0.299 | 32.6585915 | -89.7706358 | 32.658592 | -89.770636 | 40 | RCP | 20" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation on inlet. | 1 | |||
| 65 | 131.923 | 130 | 0.453 | 32.6595382 | -89.7682864 | 32.659538 | -89.768286 | 4 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Scour @outlet. | Grade outlet to drain and remove brush 35ft. Add 10 ton riprap at outlet. | 1 | ||
| 66 | 132.163 | 130 | 0.693 | 32.6611885 | -89.7646921 | 32.661189 | -89.764692 | 40 | RCB | 2 - 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 67 | 132.341 | 130 | 0.871 | 32.6625176 | -89.7620855 | 32.662518 | -89.762086 | 40 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Pipe appears to be undersized. | Grade inlet and outlet to drain. | 2 | ||
| 68 | 132.716 | 131 | 0.246 | 32.6656042 | -89.7568270 | 32.665604 | -89.756827 | 35 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Erosion @headwall | 2 | |||
| 69 | 132.831 | 131 | 0.361 | 32.6666231 | -89.7552837 | 32.666623 | -89.755284 | 55 | RCP | 20" | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet 20ft to drain and remove brush. | 1 | |||
| 70 | 132.894 | 131 | 0.424 | 32.6671964 | -89.7544430 | 32.667196 | -89.754443 | 40 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation. Slope failure. | UK | |||
| 71 | 132.992 | 131 | 0.522 | 32.6681099 | -89.7531849 | 32.668110 | -89.753185 | 40 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | POOR | Clean debris out of inlet ditch. | 1 | |||
| 72 | 133.122 | 131 | 0.652 | 32.6693583 | -89.7515292 | 32.669358 | -89.751529 | 25 | RCB | 3 - 10X8 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-316. Sediment blocking inlet and outlet and thru barrels. | Recommend cleaning pipe. | 2 | ||
| 73 | 133.428 | 132 | UK | 32.672300 | -89.748015 | 32.672300 | -89.748015 | 90 | RCP | 24" | CONCRETE | BACK SLOPE INLET | HEADWALL | FAIR | UK | ||||
| 74 | 133.501 | 132 | UK | 32.673066 | -89.747087 | 32.673066 | -89.747087 | 100 | RCP | UK | CONCRETE | FORE SLOPE INLET | HEADWALL | POOR | Pipe crosses intersection. Outlet is buried. | Recommend cleaning outlet. | 2 | ||
| 75 | 133.545 | 132 | 0.075 | 32.6736943 | -89.7464559 | 32.673694 | -89.746456 | UK | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade outlet and inlet to drain 20ft. | 1 | |||
| 76 | 133.612 | 132 | 0.142 | 32.6744338 | -89.7456853 | 32.674434 | -89.745685 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch 25ft | 1 | |||
| 77 | 133.735 | 132 | 0.265 | 32.6757335 | -89.7442592 | 32.675733 | -89.744259 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean ditch outlet of trees/brush and sediment for 60ft | 1 | |||
| 78 | 133.876 | 132 | 0.406 | 32.6771938 | -89.7426028 | 32.677194 | -89.742603 | 40 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean ditch 30ft each side of debris/sediment | 1 | |||
| 79 | 134.02 | 132 | 0.550 | 32.6786401 | -89.7408416 | 32.678640 | -89.740842 | 45 | RCB | 2 - 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall - cracked and erosion | Clean and reshape ditch 50ft | 1 | ||
| 80 | 134.098 | 132 | 0.628 | 32.6794139 | -89.7398678 | 32.679414 | -89.739868 | 35 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Joints separating. | 2 | |||
| 81 | 134.173 | 132 | 0.703 | 32.6801343 | -89.7389210 | 32.680134 | -89.738921 | 40 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade outlet to drain 25ft. | 1 | |||
| 82 | 134.265 | 132 | 0.795 | 32.6810011 | -89.7377220 | 32.681001 | -89.737722 | 45 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | 2 | ||||
| 83 | 134.343 | 132 | 0.873 | 32.6817140 | -89.7366737 | 32.681714 | -89.736674 | 45 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Cracks on headwall, exposed steel. | 2 | |||
| 84 | 134.426 | 132 | 0.956 | 32.6824322 | -89.7355457 | 32.682432 | -89.735546 | 45 | RCB | 6X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwalls | 1 | |||
| 85 | 134.562 | 133 | 0.072 | 32.6835292 | -89.7336035 | 32.683529 | -89.733604 | 45 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Beaver trap on west side. | 1 | |||
| 86 | 134.709 | 133 | 0.219 | 32.6845773 | -89.7314228 | 32.684577 | -89.731423 | 45 | RCB | 2 - 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet 50ft to drain. | 2 | |||
| 87 | 134.811 | 133 | 0.321 | 32.6852326 | -89.7298641 | 32.685233 | -89.729864 | 45 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and outlet to drain 35ft. | 2 | |||
| 88 | 134.858 | 133 | 0.368 | 32.6855153 | -89.7291286 | 32.685515 | -89.729129 | 45 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 89 | 134.953 | 133 | 0.463 | 32.6860918 | -89.7276842 | 32.686092 | -89.727684 | 55 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation | 1 | |||
| 90 | 135.122 | 133 | 0.632 | 32.6872969 | -89.7251850 | 32.687297 | -89.725185 | 45 | RCB | 10X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | Sediment and brush blocking both ends of culvert | Recommend cleaning inlet and outlet | 1 | ||
| 91 | 135.348 | 133 | 0.858 | 32.6892970 | -89.7221070 | 32.689297 | -89.722107 | 45 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet ditch to drain 30fft | 1 | |||
| 92 | 135.423 | 133 | 0.933 | 32.6900374 | -89.7211882 | 32.690037 | -89.721188 | 45 | RCB | 2 - 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | UK | ||||
| 93 | 135.543 | 134 | 0.043 | 32.6912946 | -89.7198122 | 32.691295 | -89.719812 | 50 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 94 | 135.671 | 134 | 0.171 | 32.6927452 | -89.7184703 | 32.692745 | -89.718470 | 40 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall. | Grade ditch to drain and remove brush on each side 25ft | 1 | ||
| 95 | 135.798 | 134 | 0.298 | 32.6943008 | -89.7172746 | 32.694301 | -89.717275 | 100 | RCB | 5X3 | CONCRETE | 2 BACKSLOPE INLET IN EACH DITCH | HEADWALL | FAIR | Clean outlet ditch to drain and remove brush 20ft. Repair scour at inlet by adding concrete waterwater. | 1 | |||
| 96 | 135.962 | 134 | 0.462 | 32.6963098 | -89.7158678 | 32.696310 | -89.715868 | 65 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation, slope failing | Grade inlet and outlet 50ft to drain. Add riprap @outlet. | 1 | ||
| 97 | 136.031 | 134 | 0.531 | 32.6971888 | -89.7152962 | 32.697189 | -89.715296 | 90 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 98 | 136.67 | 135 | 0.180 | 32.7055228 | -89.7108783 | 32.705523 | -89.710878 | 110 | RCB | 10X6 | CONCRETE | HEADWALL | HEADWALL | FAIR/POOR | Scour on both ends | Add riprap. | 2 | ||
| 99 | 136.835 | 135 | UK | 32.707699 | -89.710143 | 32.707699 | -89.710143 | 35 | RCP | 18" | CONCRETE | DROP INLET w/grate | HEADWALL | FAIR/POOR | Ditch erosion 70ft. | Grade outlet ditch to drain 20ft. | 2 | ||
| 100 | 137.156 | 135 | UK | 32.712087 | -89.708290 | 32.712087 | -89.708290 | 100 | RCP | 20" | CONCRETE | HEADWALL | HEADWALL | POOR | 2 | ||||
| 101 | 137.334 | 135 | 0.844 | 32.7145499 | -89.7071890 | 32.714550 | -89.707189 | 130 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 2 | ||||
| 102 | 137.558 | 136 | 0.048 | 32.7175324 | -89.7056515 | 32.717532 | -89.705652 | 100 | RCB | 6X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | 5ft scour @outlet. Riprap washed downstream. 2ft scour @inlet. Cracks in barrel wall and top. | 1 | |||
| 103 | 138.034 | 136 | 0.524 | 32.7236003 | -89.7017978 | 32.723600 | -89.701798 | 67 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall. | 1 | |||
| 104 | 138.239 | 136 | 0.729 | 32.7260876 | -89.6999091 | 32.726088 | -89.699909 | 75 | RCB | 2 - 10X12 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-317. Outlet completely blocked with trees and brush. Both barrel have 5ft of sediment. | Clean and realign ditch on both ends 100ft. Add riprap 20ton outlet. | 2 | ||
| 105 | 138.492 | 136 | 0.982 | 32.7290702 | -89.6974244 | 32.729070 | -89.697424 | 65 | RCB | 8X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet ditch 20ft. | 1 | |||
| 106 | 138.662 | 137 | 0.142 | 32.7310291 | -89.6956651 | 32.731029 | -89.695665 | 35 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 107 | 138.732 | 137 | 0.212 | 32.7318436 | -89.6949401 | 32.731844 | -89.694940 | 45 | RCB | 2 - 10X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-318. | Grade ditch to drain and remove brush/trees on each side 50ft | 2 | ||
| 108 | 138.918 | 137 | UK | 32.734022 | -89.693202 | 32.734022 | -89.693202 | 35 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade outlet to drain. Add riprap 10ton. | 1 | |||
| 109 | 138.997 | 137 | 0.477 | 32.7349686 | -89.6922169 | 32.734969 | -89.692217 | 45 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 110 | 139.187 | 137 | 0.667 | 32.7373444 | -89.6906818 | 32.737344 | -89.690682 | 45 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 3ft scour @outlet. 2ft scour @inlet. | Grade outlet to drain. Remove trees 30ft. | 2 | ||
| 111 | 139.425 | 137 | 0.905 | 32.7405881 | -89.6893251 | 32.740588 | -89.689325 | 72 | RCB | 2 - 10X6 | CONCRETE | HEADWALL | HEADWALL | FAIR/POOR | Flowing water and sediment from weepholes erosion on headwalls. 2ft scour each end. North barrel 80% full of sediment. Outlet ditch erosion. | Realign channel each end 60ft. Remove trees. Recommend cleaning north barrel. Add riprap 20ton. | 2 | ||
| 112 | 139.462 | 137 | 0.942 | 32.7410982 | -89.6891837 | 32.741098 | -89.689184 | 65 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-319 | 2 | |||
| 113 | 139.637 | 138 | 0.117 | 32.7436303 | -89.6886149 | 32.743630 | -89.688615 | 40 | RCB | 3 - 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR/POOR | Bridge culvert: 5570-375. North barrel full of sediment and blocked on each end. | Realign ditch 50ft each side to culvert. Recommend cleaning north barrel. | 2 | ||
| 114 | 140.027 | 138 | 0.507 | 32.7491835 | -89.6878338 | 32.749184 | -89.687834 | 42 | RCB | 4 - 10X8 | CONCRETE | HEADWALL & WINGWALLS | HEADWALL & WINGWALLS | FAIR | Bridge culvert: 5570-376. Scour @outlet. Riprap too small (class 2-3). It should be class 5. Exposed steel point 4lnft. | Add 100 ton on outlet. | 1 | ||
| 115 | 140.192 | 138 | 0.672 | 32.7515606 | -89.6876758 | 32.751561 | -89.687676 | 60 | RCB | 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade outlet to drain 60ft | 2 | |||
| 116 | 140.598 | 139 | 0.068 | 32.7574478 | -89.6876084 | 32.757448 | -89.687608 | 42 | RCB | 6X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 117 | 140.816 | 139 | 0.286 | 32.7605574 | -89.6877195 | 32.760557 | -89.687720 | 42 | RCB | 10X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | 4ft sediment in culvert | Realign to match box 35ft each side | 2 | ||
| 118 | 140.862 | 139 | UK | 32.761112 | -89.687677 | 32.761112 | -89.687677 | 100 | RCP | 18" | CONCRETE | FORE SLOPE INLET | HEADWALL | FAIR | Erosion @inlet box. Headwall mostly under water. | Grade outlet to drain 60ft. | 2 | ||
| 119 | 140.922 | 139 | 0.392 | 32.7620970 | -89.6878024 | 32.762097 | -89.687802 | 92 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation in ditch line. Erosion N-B side. | 1 | |||
| 120 | 141.069 | 139 | 0.539 | 32.7642100 | -89.6879385 | 32.764210 | -89.687939 | 50 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 121 | 141.242 | 139 | 0.712 | 32.7666905 | -89.6881249 | 32.766691 | -89.688125 | 50 | RCB | 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Outlet scour. | Add riprap @outlet. | 1 | ||
| 122 | 141.336 | 139 | 0.806 | 32.7680460 | -89.6882190 | 32.768046 | -89.688219 | 45 | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion @headwall | 1 | |||
| 123 | 141.449 | 139 | 0.919 | 32.7696770 | -89.6883270 | 32.769677 | -89.688327 | UK 8? | RCB | 2 - 10X8 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-377. 4ft scour on outlet, class 5 riprap - 100ton. 2ft scour on inlet, class 5 riprap - 50 ton. Concrete repair 10sf. | Inject concrete cracks 100ft. Paint exposed steel 25ft. | 2 | ||
| 124 | 141.594 | 140 | UK | 32.771528 | -89.688540 | 32.771528 | -89.688540 | UK | RCP | 18"-24" | CONCRETE | 1 FORE SLOPE INLET and 2 DROP INLET w/grate | HEADWALL | UNDETERMINED | Sketch on back of form. | Cut outlet ditch from headwall to drain 80ft. Clean out inlet. | 2 | ||
| 125 | 141.799 | 140 | 0.259 | 32.7746902 | -89.6886877 | 32.774690 | -89.688688 | 100 | RCB | 5X4 | CONCRETE | HEADWALL | HEADWALL | POOR | Cracking throughout box. Concrete repair 10sf. Exposed reinforcing steel 10ft. | Clean outlet ditch of trees | 1 | ||
| 126 | 141.854 | 140 | 0.314 | 32.7754890 | -89.6887405 | 32.775489 | -89.688741 | 72 | RCB | 2 - 8X6 | CONCRETE | HEADWALL & WINGWALLS | HEADWALL & WINGWALLS | FAIR | 2ft sediment in south barrel; culvert constructed too low for stream. 5ft sediment in north barrel. | Clean sediment from north barrel and realign ditch to culvert 100ft each side. | 2 | ||
| 127 | 142.127 | 140 | 0.587 | 32.7794065 | -89.6889400 | 32.779407 | -89.688940 | 40 | RCP | 2 - 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation | 1 | |||
| 128 | 142.341 | 140 | 0.801 | 32.7824950 | -89.6889982 | 32.782495 | -89.688998 | 45 | RCB | 2 - 10X5 | CONCRETE | HEADWALL & WINGWALLS | HEADWALL & WINGWALLS | FAIR | Bridge culvert: 5570-320. 5ft inlet scour. | Realign both ends to match culvert 75ft. | 2 | ||
| 129 | 142.427 | 140 | 0.887 | 32.7837518 | -89.6889950 | 32.783752 | -89.688995 | 40 | RCB | 4 - 10X12 | CONCRETE | HEADWALL & WINGWALLS | HEADWALL & WINGWALLS | POOR | Bridge culvert: 5570-378. Box has 3 barrels that only function in flood stage. Sand deposits from flooding are at top of headwall elevation and probably cause of washout on SWC. 25lnft paint exposed steel. 20sf concrete repair. Sketch on back of form. | Clean 3 northern barrels and realign ditch to match culvert. Repair washout of slope SWC of box on roadway. | 2 | ||
| 130 | 142.483 | 140 | 0.943 | 32.7846020 | -89.6889908 | 32.784602 | -89.688991 | 62 | RCB | 2 - 10X5 | CONCRETE | HEADWALL & WINGWALLS | HEADWALL & WINGWALLS | FAIR | Bridge culvert: 5570-321. North barrel blocked by sediment and brush/trees. | Clean, realign and remove trees/brush each end 75ft. | 2 | ||
| 131 | 142.739 | 141 | 0.199 | 32.7883425 | -89.6888743 | 32.788343 | -89.688874 | 35 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | UK | ||||
| 132 | 142.788 | 141 | 0.248 | 32.7890530 | -89.6888365 | 32.789053 | -89.688837 | UK | RCB | 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 133 | 142.912 | 141 | 0.372 | 32.7908147 | -89.6887288 | 32.790815 | -89.688729 | 72 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR/POOR | Joint separation. Slope failure. | 1 | |||
| 134 | 143.144 | 141 | 0.604 | 32.7942105 | -89.6884541 | 32.794211 | -89.688454 | 100 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 135 | 143.258 | 141 | 0.718 | 32.7958705 | -89.6882825 | 32.795871 | -89.688283 | UK | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 136 | 143.374 | 141 | UK | 32.797336 | -89.688113 | 32.797336 | -89.688113 | 40 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation = slope failure | 1 | |||
| 137 | 143.462 | 141 | 0.922 | 32.7987927 | -89.6879143 | 32.798793 | -89.687914 | 90 | RCB | 2 - 12X4 | CONCRETE | HEADWALL | HEADWALL | POOR | Bridge culvert: 5570-379. Sediment in both barrels up to 18" below top of barrel. | Recommend cleaning both barrels. | 2 | ||
| 138 | 143.642 | 142 | 0.092 | 32.8013335 | -89.6874638 | 32.801334 | -89.687464 | 45 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Water coming in thru joints | 1 | |||
| 139 | 143.754 | 142 | 0.204 | 32.8029247 | -89.6871052 | 32.802925 | -89.687105 | 40 | RCB | 2 - 5X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 140 | 143.852 | 142 | 0.302 | 32.8042939 | -89.6867688 | 32.804294 | -89.686769 | 40 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall erosion | 1 | |||
| 141 | 144.022 | 142 | 0.472 | 32.8066937 | -89.6860915 | 32.806694 | -89.686091 | 40 | RCB | 3 - 10XUK | CONCRETE | HEADWALL | HEADWALL | POOR | All 3 barrels are 80%-90% full of sediment. | Grade to drain and clean out culvert 100ft each side. | 2 | ||
| 142 | 144.138 | 142 | 0.588 | 32.8083212 | -89.6855604 | 32.808321 | -89.685560 | 40 | RCB | 8X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-380 | 1 | |||
| 143 | 144.268 | 142 | 0.718 | 32.8101118 | -89.6849103 | 32.810112 | -89.684910 | 40 | RCP | 2 - 24" | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Headwall inlet buried. | 2 | |||
| 144 | 144.405 | 142 | UK | 32.811818 | -89.684287 | 32.811818 | -89.684287 | 40 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 145 | 144.461 | 142 | 0.911 | 32.8127414 | -89.6838333 | 32.812741 | -89.683833 | 45 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion at headwall. | 1 | |||
| 146 | 144.507 | 142 | 0.957 | 32.8133687 | -89.6835597 | 32.813369 | -89.683560 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | 1 | ||||
| 147 | 144.621 | 143 | 0.061 | 32.8149005 | -89.6828354 | 32.814901 | -89.682835 | 40 | RCB | 3 - 8X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-381 | UK | |||
| 148 | 144.771 | 143 | 0.211 | 32.8168738 | -89.6818125 | 32.816874 | -89.681813 | 45 | RCB | 3 - 10X8 | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Bridge culvert: 5570-382. 2ft - 3ft scour on both ends. Concrete repair 10sf. | Add class 5 riprap. Realign banks to match culvert. | 1 | ||
| 149 | 144.887 | 143 | 0.327 | 32.8184030 | -89.6809614 | 32.818403 | -89.680961 | 45 | RCB | 3 - 8X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-383. Concrete repair 15sf. Paint exposed steel 25ft. | Grade outlet and add riprap. | 1 | ||
| 150 | 145.155 | 143 | 0.595 | 32.8218607 | -89.6788938 | 32.821861 | -89.678894 | 40 | UK | UK | UK | UK | UK | POOR | Full to top with water and sediment. | Clean it out. | UK | ||
| 151 | 145.328 | 143 | 0.768 | 32.8241040 | -89.6775440 | 32.824104 | -89.677544 | 40 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR/POOR | Joint separation. Headwall erosion. | 2 | |||
| 152 | 145.397 | 143 | 0.837 | 32.8249821 | -89.6770405 | 32.824982 | -89.677040 | 45 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch to drain and remove trees and brush 75ft | 1 | |||
| 153 | 145.453 | 143 | 0.893 | 32.8256932 | -89.6766354 | 32.825693 | -89.676635 | 45 | RCB | 6X5 | CONCRETE | CURVED HEADWALL | HEADWALL | FAIR | 3ft sediment in box. | Clean outlet and inlet ditch to drain 75ft removing brush. | 2 | ||
| 154 | 145.565 | 143 | 1.005 | 32.8271736 | -89.6758248 | 32.827174 | -89.675825 | 45 | RCB | 3 - 5X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | North and middle barrels blocked. Scour @inlet. | Clean inlet and outlet ditch to drain 75ft. Realign ditch to match culvert. Recommend cleaning north and middle barrel. | 2 | ||
| 155 | 145.744 | 144 | 0.174 | 32.8295481 | -89.6746071 | 32.829548 | -89.674607 | 40 | RCB | 6X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall cracks all 4 corners about mid way of barrel. | Clean ditch to drain each side 25ft. | 1 | ||
| 156 | 146.074 | 144 | 0.504 | 32.8340013 | -89.6725827 | 32.834001 | -89.672583 | UK 4? | RCB | 2 - 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall erosion. | Realign and clean ditch 30ft each side | 1 | ||
| 157 | 146.212 | 144 | 0.642 | 32.8358830 | -89.6718204 | 32.835883 | -89.671820 | 40 | RCP | 2 - 24" | CONCRETE | HEADWALL | HEADWALL | POOR | Joint separation. | Clean inlet ditch 30ft. Clean outlet ditch 25ft. Add 5ton class 3 riprap @outlet. | 1 | ||
| 158 | 146.362 | 144 | 0.792 | 32.8379627 | -89.6710387 | 32.837963 | -89.671039 | 40 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade inlet and fill scour 30ft. | 1 | |||
| 159 | 146.418 | 144 | 0.848 | 32.8387573 | -89.6707624 | 32.838757 | -89.670762 | 40 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-384 | 1 | |||
| 160 | 146.627 | 145 | 0.037 | 32.8416591 | -89.6698501 | 32.841659 | -89.669850 | Bridge culvert: 5570-385 | DOES NOT EXIST | UK | |||||||||
| 161 | 146.685 | 145 | 0.095 | 32.8424797 | -89.6696131 | 32.842480 | -89.669613 | 40 | RCB | 2 - 6X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1ft sediment plus 1ft water. | Clean inlet ditch of brush/trees 50ft. | 2 | ||
| 162 | 146.733 | 145 | 0.143 | 32.8431424 | -89.6694202 | 32.843142 | -89.669420 | 45 | RCB | 3 - 10X5 | CONCRETE | HEADWALL | HEADWALL | FAIR/POOR | South barrel 100% filled and blocked, middle barrel 75%, north 40%. | Clean barrels, realign to match culvert, 75ft each side. | 2 | ||
| 163 | 146.853 | 145 | 0.263 | 32.8448223 | -89.6689134 | 32.844822 | -89.668913 | 45 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joints separated both ends of pipe. | 1 | |||
| 164 | 146.907 | 145 | 0.317 | 32.8455988 | -89.6686904 | 32.845599 | -89.668690 | 40 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 165 | 147.019 | 145 | 0.429 | 32.8471760 | -89.6681980 | 32.847176 | -89.668198 | 45 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet ditch 25ft. | 1 | |||
| 166 | 147.108 | 145 | UK | 32.848338 | -89.667868 | 32.848338 | -89.667868 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall erosion on both sides. | Clean outlet ditch 25ft. | 2 | ||
| 167 | 147.178 | 145 | 0.588 | 32.8493792 | -89.6674147 | 32.849379 | -89.667415 | 45 | RCB | 3 - 8X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Concrete repair 15sf. | Add riprap to outlet and inlet. | 1 | ||
| 168 | 147.382 | 145 | 0.792 | 32.8521265 | -89.6662944 | 32.852127 | -89.666294 | 40 | RCB | 2 - 8X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-386. Scour on each end. 5sf concrete repair. | Add riprap. Realign ditch to match culvert 60ft each side. | 2 | ||
| 169 | 147.489 | 145 | 0.899 | 32.8535700 | -89.6656310 | 32.853570 | -89.665631 | 40 | RCB | 2 - 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 5sf of concrete repair. | 1 | |||
| 170 | 147.578 | 145 | 0.988 | 32.8547686 | -89.6650490 | 32.854769 | -89.665049 | 45 | RCB | 2 - UKXUK | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Bridge culvert: 5570-323. Full of water. | UK | |||
| 171 | 147.695 | 146 | 0.095 | 32.8563172 | -89.6642418 | 32.856317 | -89.664242 | 40 | RCB | 6X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Scour on inlet and outlet 3ft. | Grade inlet and outlet 50ft. | 1 | ||
| 172 | 147.809 | 146 | 0.209 | 32.8578064 | -89.6634075 | 32.857806 | -89.663408 | 40 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Grade both side to drain 50ft. | 2 | |||
| 173 | 147.899 | 146 | 0.299 | 32.8589814 | -89.6627150 | 32.858981 | -89.662715 | 50 | RCP | 2 - 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean out ditch both sides 25ft. | 1 | |||
| 174 | 148.099 | 146 | 0.499 | 32.8615276 | -89.6611016 | 32.861528 | -89.661102 | 50 | RCB | 2 - 10X7 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-387. 5sqft concrete repair. South barrel blocked with trees/sediment. 24" pipe entering south barrel - headwall. Cracks in headwall. Sketches on back of form. | Clean outlet and inlet ditch 75ft to remove trees/brush/debris. | 2 | ||
| 175 | 148.282 | 146 | 0.682 | 32.8637976 | -89.6595488 | 32.863798 | -89.659549 | 50 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | UK | ||||
| 176 | 148.507 | 146 | 0.907 | 32.8665844 | -89.6575146 | 32.866584 | -89.657515 | 50 | RCP | UK 3? | CONCRETE | HEADWALL | HEADWALL | FAIR | Joints separated. | Grade outlet and inlet ditch 35ft to drain. Remove brush and trees. | 1 | ||
| 177 | 148.544 | 146 | 0.944 | 32.8670498 | -89.6571613 | 32.867050 | -89.657161 | 40 | RCP | 2 - 30" | CONCRETE | HEADWALL | HEADWALL | POOR | Outlet pipe separated. Slope failure on outlet. Scour @outlet. | 1 | |||
| 178 | 148.608 | 147 | 0.008 | 32.8678224 | -89.6565687 | 32.867822 | -89.656569 | 60 | RCB | 10X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Scour @headwalls. | Grade inlet and outlet to remove brush 50ft. | 1 | ||
| 179 | 148.656 | 147 | 0.056 | 32.8683918 | -89.6561278 | 32.868392 | -89.656128 | 55 | RCP | UK 3? | CONCRETE | HEADWALL | HEADWALL | POOR | Joint separation. Slope failure on both side. | 1 | |||
| 180 | 148.773 | 147 | 0.173 | 32.8697810 | -89.6550089 | 32.869781 | -89.655009 | 100 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | POOR | Pipe full of sediment with brush/trees on each end. | 2 | |||
| 181 | 148.888 | 147 | 0.288 | 32.8711286 | -89.6538914 | 32.871129 | -89.653891 | 40 | RCB | 12X12 | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Bridge culvert: 5570-324. Exposed rebar paint. Natchez trace rail added on culvert. Agg. Under pass. | UK | |||
| 182 | 148.982 | 147 | 0.382 | 32.8722389 | -89.6529406 | 32.872239 | -89.652941 | 65 | RCB | 10X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | Apron added to end culvert @outlet. Major erosion on outlet headwall. | UK | |||
| 183 | 149.173 | 147 | 0.573 | 32.8744518 | -89.6509312 | 32.874452 | -89.650931 | 65 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 184 | 149.258 | 147 | 0.658 | 32.8754234 | -89.6500229 | 32.875423 | -89.650023 | 45 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation. Slope failing. | 1 | |||
| 185 | 149.407 | 147 | UK | 32.877088 | -89.648405 | 32.877088 | -89.648405 | 30 | RCB | 34X10 | CONCRETE | HEADWALL | HEADWALL | FAIR | Agg. Road beside creek, some damage to side/top from equipment impacts. Sketches on back of form. | UK | |||
| 186 | 149.501 | 147 | 0.901 | 32.8781076 | -89.6473657 | 32.878108 | -89.647366 | 40 | RCB | 2 - 10X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-325. Erosion @headwalls. | 1 | |||
| 187 | 149.738 | 148 | 0.128 | 32.8806760 | -89.6446460 | 32.880676 | -89.644646 | 55 | RCP | 2 - 36" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation. | 1 | |||
| 188 | 149.864 | 148 | 0.254 | 32.8820011 | -89.6432077 | 32.882001 | -89.643208 | 40 | RCB | 10X5 | CONCRETE | HEADWALL & WINGWALLS | HEADWALL & WINGWALLS | FAIR | Fill of water. Erosion on headwall. | UK | |||
| 189 | 150.334 | 148 | 0.724 | 32.8870974 | -89.6379272 | 32.887097 | -89.637927 | 45 | RCB | 10X6 | CONCRETE | HEADWALL & WINGWALLS | HEADWALL & WINGWALLS | FAIR | Erosion @headwall. | UK | |||
| 190 | 150.485 | 148 | 0.875 | 32.8888124 | -89.6362947 | 32.888812 | -89.636295 | 60 | RCP | 2 - 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation - slope failure @inlet headwall | 1 | |||
| 191 | 150.638 | 149 | 0.018 | 32.8905702 | -89.6347093 | 32.890570 | -89.634709 | 52 | RCP | 2 - 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall erosion at inlet. Joint separation at first and second joints of N barrel. Joint separation at first and second joints of S barrel. Inlet scour 1ft deep. Outlet scour. North barrel at outlet clogged. Joints on south barrel look good at outlet side. | 30ft of ditch reconditioning. Recommend cleaning north barrel's outlet. | 1 | ||
| 192 | 150.692 | 149 | 0.072 | 32.8911872 | -89.6341614 | 32.891187 | -89.634161 | 52 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | GOOD | 25ft of ditch reconditioning. Inlet covered with vegetation. Some erosion along bank at outlet. | 4'X1' concrete repair at inlet. | UK | ||
| 193 | 150.915 | 149 | 0.295 | 32.8938262 | -89.6319540 | 32.893826 | -89.631954 | 77 | RCP | 2 - 42" | CONCRETE | HEADWALL | HEADWALL | GOOD | Headwall erosion at outlet, 1ft of sediment in south barrelof outlet. Minor joint separation at outlet. 5" of sediment at north barrel of outlet. Joints of north barrel at outlet in good shape. Erosion at headwall of inlet. Water 1ft deep at inlet. Water flowing at inlet plus standing at outlet. Water 4inch deep at outlet south barrel plus water 6inch deep at north barrel. | Realignment of channel needed for south barrel of inlet. | 1 | ||
| 194 | 150.958 | 149 | 0.338 | 32.8943495 | -89.6315409 | 32.894349 | -89.631541 | 100 | RCP | 2 - 48" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation in N barrel at inlet. Erosion at headwall at inlet, 6inch of standing water in pipes. Joints at outlet separating. | Debris removal needed at inlet. Ditch reconditioning at outlet 50ft. Sediment removal needed at outlet. | 1 | ||
| 195 | 151.114 | 149 | 0.494 | 32.8962236 | -89.6300766 | 32.896224 | -89.630077 | 75 | RCP | 2 - 36" | CONCRETE | HEADWALL | HEADWALL | POOR | Major erosion at top pf headwall at inlet. Joint separation in both barrels at inlet. Major erosion at top of headwall at outlet. Down tree covering outlet and no inspection could be performed. Scour at the south end of the inlet. | Debris removal needed at inlet (tree fell down on culvert). | 1 | ||
| 196 | 151.167 | 149 | 0.547 | 32.8968734 | -89.6295836 | 32.896873 | -89.629584 | 98 | RCB | 15X8 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion along headwall at inlet. Minor cracking at sidewalls. Scour at inlet, scour at headwall at outlet. | 1 | |||
| 197 | 151.343 | 149 | 0.723 | 32.8989942 | -89.6280088 | 32.898994 | -89.628009 | 64 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Pipe at inlet half full of water. Pipe separation at inlet. (3 joints) | 25ft of ditch reconditioning needed at inlet, 30ft of ditch reconditioning on outlet end. | UK | ||
| 198 | 151.554 | 149 | 0.934 | 32.9016318 | -89.6261846 | 32.901632 | -89.626185 | 37 | RCB | 12X7 | CONCRETE | HEADWALL | HEADWALL | FAIR | 6 three inches weep holes visible. Cracking of N wall at outlet. Vegetation growth at outlet. | 1 | |||
| 199 | 151.766 | 150 | 0.136 | 32.9043573 | -89.6244465 | 32.904357 | -89.624446 | 67 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | UNKNOWN | 6 inch sediment at inlet. Inlet pipe 80% full of water plus some at outlet. | UK | |||
| 200 | 151.835 | 150 | 0.205 | 32.9052342 | -89.6239091 | 32.905234 | -89.623909 | 46 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | POOR | Pipe joint separation at outlet. Erosion at top of headwall. 9inch sediment in south barrel of outlet. Major joint separation at inlet, both barrels (top and bottom separation). | 50ft of ditch excavation needed. | UK | ||
| 201 | 152.493 | 150 | 0.863 | 32.9139372 | -89.6193207 | 32.913937 | -89.619321 | 102 | RCP | 2 - 42" | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion/void at top of headwall at outlet. 5inch of standing water in each barrel at outlet. Erosion at corner of headwall at inlet. Joint separation at south barrel at inlet (first two joints). | South barrel of outlet needs ditch excavation (10ft). | UK | ||
| 202 | 152.967 | 151 | 0.317 | 32.9204436 | -89.6167876 | 32.920444 | -89.616788 | 47 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1.5ft sediment at inlet. North side of box at inlet has crack (minor). | 30ft of ditch excavation at outlet. | 1 | ||
| 203 | 153.093 | 151 | 0.443 | 32.9221846 | -89.6162304 | 32.922185 | -89.616230 | 95 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | POOR | Spalling and scaling of headwall. Joint separation at outlet. | UK | |||
| 204 | 153.192 | 151 | 0.542 | 32.9235595 | -89.6158160 | 32.923560 | -89.615816 | 152 | RCB | 17X10 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion at corner of headwall at outlet. Eflorescence along top of box culvert. Some cracking at construction. Erosion at corner of headwall at inlet. | UK | |||
| 205 | 153.278 | 151 | 0.628 | 32.9248039 | -89.6154670 | 32.924804 | -89.615467 | 62 | RCP | 2 - 42" | CONCRETE | HEADWALL | HEADWALL | POOR | Erosion at corner of headwall at outlet. Joints starting to separate on south and north barrel at outlet. Mortar deteriorating as well on both barrels at outlet. Erosion at top of headwall (depression), pipe visible. Joints separated and mortar missing from joints at inlet. Object marks detached. Scour at inlet 10'X3'X1'. | UK | |||
| 206 | 153.446 | 151 | 0.796 | 32.9271519 | -89.6148338 | 32.927152 | -89.614834 | 68 | RCP | 2 - 30" | CONCRETE | HEADWALL | HEADWALL | POOR | Separation at first and second joints at outlet. Erosion at top of headwall plus some concrete damage 1'X3'. Vegetation covering pipes at inlet. Joints separated at inlet. Alignment shifts 3inches. Scour at outlet 1ft deep. | Headwall needs new toewall plus concrete repair. | 1 | ||
| 207 | 153.627 | 151 | 0.977 | 32.9297347 | -89.6142685 | 32.929735 | -89.614268 | 105 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | POOR | Major joint separation. Erosion (depression) at top of headwall. Vegetation covering most of the inlet. Joint separation at inlet. 1ft of scour at inlet. Scour at outlet (1ft deep). | 1 | |||
| 208 | 154.017 | 152 | 0.377 | 32.9353020 | -89.6132902 | 32.935302 | -89.613290 | 49 | RCB | 17X8 | CONCRETE | HEADWALL | HEADWALL | FAIR | Depression/erosion at top of headwall at inlet. Erosion at sides of headwall. Erosion at corner of headwall at inlet. 2ft scour at inlet. 8 weep holes (square) 3"X3". 1 crack with efflorescence. 1.5ft scour at outlet. | 5cuyd of flowable fill needed. Need filters put on weep holes.Vegetation/debris removal needed at inlet. | 1 | ||
| 209 | 154.231 | 152 | 0.591 | 32.9383644 | -89.6129038 | 32.938364 | -89.612904 | 56 | RCP | 2 - 42" | CONCRETE | HEADWALL | HEADWALL | FAIR | Headwall erosion at outlet. Debris in front of inlet. 1.5ft of scour at inlet. Animal hole at corner of headwall of inlet. Alignment off aprox. 1.5inches north barrel. Joint separation at inlet. | UK | |||
| 210 | 154.416 | 152 | 0.776 | 32.9410350 | -89.6126767 | 32.941035 | -89.612677 | 54 | RCB | 10X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Sediment buildup on south side at inlet and north side of outlet. | Ditch conditioning needed at inlet and outlet 40ft each end. | 1 | ||
| 211 | 154.464 | 152 | UK | 32.941518 | -89.612604 | 32.941518 | -89.612604 | 90 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion/Depression at top of headwall at inlet. First joint separated at inlet. Joint separation at outlet. Scour 1ft at inlet. Scour at outlet. | Ditch reconditioning at outlet needed 100ft. | UK | ||
| 212 | 154.552 | 152 | UK | 32.942845 | -89.612626 | 32.942845 | -89.612626 | 50 | RCP | 24" | CONCRETE | FORE SLOPE INLET | HEADWALL | CRITICAL | Debris in the inlet. Erosion along sides of inlet. Top is damaged. 2/3 of pipe blocked at outlet. Joint separation at outlet. | Fore slope inlet needs to be replaced. 100ft paved waterway needed. Outlet plugged and needs 60ft of ditch reconditioning. Recommended cleaning pipe. | UK | ||
| 213 | 154.877 | 153 | 0.227 | 32.9476895 | -89.6124730 | 32.94769 | -89.61247 | 52 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 214 | 154.948 | 153 | 0.298 | 32.9487230 | -89.6124915 | 32.948723 | -89.612492 | 45 | RCB | 10X5 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet of debris | UK | |||
| 215 | 155.068 | 153 | 0.418 | 32.9504515 | -89.6125478 | 32.950452 | -89.612548 | 68 | RCP | 2 - 42" | CONCRETE | HEADWALL | HEADWALL | FAIR | Pipe joints separated and leaking holes in backfill behind headwall | Clean outlet and inlet ditch 50'. | UK | ||
| 216 | 155.139 | 153 | 0.489 | 32.9514850 | -89.6125870 | 32.951485 | -89.612587 | 60 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separition in pipe. | Clean outlet and inlet ditch 20' each | 1 | ||
| 217 | 155.240 | 153 | 0.590 | 32.9529273 | -89.6126476 | 32.952927 | -89.612648 | 45 | RCB | 12x12 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-388. Standing water 1ft and debris. Aggregate underpass w/ NATR rail added. | Need 10 weep hole filters. | UK | ||
| 218 | 155.390 | 153 | 0.740 | 32.9551220 | -89.6127475 | 32.955122 | -89.612748 | 65 | RCP | 2 - 42" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint movement near headwall | Clean outlet and inlet ditches 25'. | UK | ||
| 219 | 155.639 | 153 | 0.989 | 32.9587155 | -89.6128540 | 32.958716 | -89.612854 | 48 | RCB | 16x6 | CONCRETE | HEADWALL | HEADWALL | FAIR | Hydrilla in pipe. Mostly full of water, plants and sediments. | Clean inlet and outlet 25ft | 1 | ||
| 220 | 155.718 | 154 | 0.068 | 32.9598360 | -89.6128540 | 32.959836 | -89.612854 | 86 | RCP | 42" | CONCRETE | HEADWALL | HEADWALL | FAIR | Inlet headwall- eroded all around end and back face. | Clean outet and inlet ditches 20ft | 1 | ||
| 221 | 155.792 | 154 | 0.142 | 32.9609120 | -89.6128390 | 32.960912 | -89.612839 | 85 | RCP | 2 - 42" | CONCRETE | HEADWALL | HEADWALL | FAIR | Trees and brush growing on headwall causing damage washout around headwalls. Washout around headwalls. Inlet is not accesible. | 1 | |||
| 222 | 155.866 | 154 | 0.216 | 32.9619747 | -89.6128073 | 32.961975 | -89.612807 | 45 | RCB | 12x12 | CONCRETE | HEADWALL | HEADWALL | FAIR | Aggregate underpass w/ NATR rail added. | Remove trees growing between rail and box parapet wall. Need 10 weep hole filters castle using this structure | UK | ||
| 223 | 156.119 | 154 | 0.469 | 32.9656345 | -89.6125571 | 32.965635 | -89.612557 | 55 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | 18 inch drop in flowline @outlet to riprap | Remove debris/brush 20ft . Inlet- fix erosion add riprap | UK | ||
| 224 | 156.154 | 154 | 0.504 | 32.9661275 | -89.6125075 | 32.966128 | -89.612508 | 55 | RCB | 8x3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Cracks in box culvert wall allowing water to enter. Inlet - erosion along headwall. | Outlet - clean debris/brush 30 ft. | 1 | ||
| 225 | 156.552 | 154 | 0.902 | 32.9718203 | -89.6116843 | 32.971820 | -89.611684 | UK | RCB | 2 barrels - 8x4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Inlet headwall - efflorecouce/crackling - south barrel blocked by sediment from slide. | Clean outlet to drain 25ft. Clean sediment on inlet side. | UK | ||
| 226 | 156.722 | 155 | 0.062 | 32.9742624 | -89.6112346 | 32.974262 | -89.611235 | 55 | RCB | 2 barrels - 8x4 | CONCRETE | HEADWALL | HEADWALL | FAIR | UK | ||||
| 227 | 156.815 | 155 | 0.155 | 32.9755956 | -89.6109242 | 32.975596 | -89.610924 | 55 | RCB | 2 barrels - 8x4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Box does not function. Erosion around headwall - beaver dam both up stream and down stream. Box full of water - over half full of sediments. | 2 | |||
| 228 | 157.012 | 155 | 0.352 | 32.9783446 | -89.6101992 | 32.978345 | -89.610199 | 55 | RCP | 2 - 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Beaven dams have cut off drainage to this pipe. Settlement between pipe @ headwall inlet. | UK | |||
| 229 | 157.104 | 155 | 0.444 | 32.9796556 | -89.6098102 | 32.979656 | -89.609810 | 55 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | FAIR | Joint separation on inlet. | UK | |||
| 230 | 157.21 | 155 | 0.550 | 32.9811454 | -89.6093094 | 32.981145 | -89.609309 | 55 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | UK | ||||
| 231 | 157.321 | 155 | 0.661 | 32.9826774 | -89.6087803 | 32.982677 | -89.608780 | 55 | RCP | 24" | CONCRETE | DFORESLOPE INLET (BROKEN TOP) | HEADWALL | FAIR | Grade outlet for drain - 50ft | 1 | |||
| 232 | 157.399 | 155 | 0.739 | 32.9837628 | -89.6083926 | 32.983763 | -89.608393 | 70 | RCB | 3x3 | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 233 | 157.558 | 155 | 0.898 | 32.9859533 | -89.6075419 | 32.985953 | -89.607542 | 75 | RCB | 6x3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch 25ft | 1 | |||
| 234 | 157.692 | 156 | 0.032 | 32.9877485 | -89.6067845 | 32.987749 | -89.606785 | 55 | RCB | 10X6 | CONCRETE | HEADWALL | HEADWALL | POOR | 2ft sand in box, wall deformation - water coming thru wallls - weep holes (10) leaking backfill. | Trees on headwall need to be removed. | UK | ||
| 235 | 157.749 | 156.1 | UK | 32.9884430 | -89.6064760 | 32.988443 | -89.606476 | 85 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | CRITICAL | Pipe and slope failure | UK | |||
| 236 | 157.841 | 156 | 0.181 | 32.9897735 | -89.6059305 | 32.989774 | -89.605931 | 120 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | UNKNOWN | Pipe and headwalls burried in brush/silt. Slide developing on east slope. | Clean outlet and inlet ditches. | 1 | ||
| 237 | 157.975 | 156 | 0.315 | 32.9916092 | -89.6051638 | 32.991609 | -89.605164 | 175 | RCB | 4x3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditches to drain and remove debris (25ft) | UK | |||
| 238 | 158.022 | 156 | 0.362 | 32.9922240 | -89.6049063 | 32.992224 | -89.604906 | 140 | RCB | 4x3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet and inlet to drain | 1 | |||
| 239 | 158.105 | 156 | 0.445 | 32.9933815 | -89.6044353 | 32.993382 | -89.604435 | 32 | RCB | 16x6 | CONCRETE | HEADWALL | HEADWALL | FAIR | 2ft sediment in barrel - cracking and delamination on inside, erosion on both headwalls. | 1 | |||
| 240 | 158.323 | 156 | 0.663 | 32.9964017 | -89.6033264 | 32.996402 | -89.603326 | 60 | RCP | 24" | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-390. Joint separation near headwalls. | Clean inlet and outlet ditch (25ft) | 2 | ||
| 241 | 158.401 | 156 | UK | 32.9974330 | -89.6029700 | 32.997433 | -89.602970 | 140 | RCB | 5x3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion around headwalls. | 1 | |||
| 242 | 158.484 | 156 | UK | 32.9986040 | -89.6026010 | 32.998604 | -89.602601 | 150 | RCB | 5x3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Debris in box. | UK | |||
| 243 | 158.644 | 156 | 0.984 | 33.0008933 | -89.6019638 | 33.000893 | -89.601964 | UK | RCB | 12X12 | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Aggregate underpass w/ NATR rail added - not in use standing water 1ft sediment in box. Sediment leaking into box. | Need 8 weephole filters. | UK | ||
| 244 | 158.665 | 156 | UK | 33.0011300 | -89.6019260 | 33.001130 | -89.601926 | 170 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Outlet headwall burried in brush and sediment. | Clean outlet ditch to drain (25ft) | 2 | ||
| 245 | 158.741 | 157 | UK | 33.0021410 | -89.6015920 | 33.002141 | -89.601592 | 155 | RCP | 18" | CONCRETE | HEADWALL | HEADWALL | FAIR | 1 | ||||
| 246 | 158.758 | 157 | 0.088 | 33.0025097 | -89.6015284 | 33.002510 | -89.601528 | 60 | RCB | 10X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion around headwalls. 1ft-2ft sediment in culvert. | Clean outlet ditch 50ft to drain and remove brush of debris. Remove brush on top of culvert. | 1 | ||
| 247 | 158.893 | 157 | 0.223 | 33.0044201 | -89.6010945 | 33.004420 | -89.601094 | 45 | RCB | 6x4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean inlet and outlet ditch (25ft) | UK | |||
| 248 | 159.14 | 157 | 0.470 | 33.0079983 | -89.6003623 | 33.007998 | -89.600362 | 45 | RCB | 8X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Culvert has 2ft of sediment. | Cut outlet and inlet ditch. | 2 | ||
| 249 | 159.255 | 157 | 0.585 | 33.0095580 | -89.6000480 | 33.009558 | -89.599710 | 40 | RCB | 3X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion along headwalls. | Clean outlet ditch 50ft. | UK | ||
| 250 | 159.373 | 157 | 0.703 | 33.0112311 | -89.5997097 | 33.011231 | -89.599710 | 45 | RCB | 5X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion along headwalls. | Clean outlet ditch of debris and brush (60ft) | 1 | ||
| 251 | 159.427 | 157 | 0.757 | 33.0120329 | -89.5995469 | 33.012033 | -89.599547 | 60 | RCP | 30" | CONCRETE | HEADWALL | HEADWALL | POOR | Joint separation - outlet side - hole in fill behind headwall over pipe on both ends. | UK | |||
| 252 | 159.518 | 157 | 0.848 | 33.0133241 | -89.5992201 | 33.013324 | -89.599220 | 80 | RCB | 4X3 | CONCRETE | HEADWALL | HEADWALL | FAIR | Clean outlet ditch 15ft | UK | |||
| 253 | 159.66 | 156 | UK | 33.0151670 | -89.5987150 | 33.015167 | -89.598715 | UK | RCB | 8X4 | CONCRETE | HEADWALL | HEADWALL | UNDETERMINED | Outlet burried, full of sediment. Looks like inlet pitches down and then goes to outlet which is full of sediment. | 2 | |||
| 254 | 159.674 | 157 | 1.004 | 33.0154772 | -89.5985212 | 33.015477 | -89.598521 | 40 | RCB | 12x12 | CONCRETE | HEADWALL | HEADWALL | FAIR | Bridge culvert: 5570-391. Aggregate box w/NATR Rail. Water runs back west to adjacent box culvert. | Remove debris/brush behind rail. | UK | ||
| 255 | 159.898 | 158 | 0.218 | 33.0185322 | -89.5971922 | 33.018532 | -89.597192 | 55 | RCB | 6X6 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion on headwall- both ends | Add riprap to outlet and remove brush and debris. Remove tree on culvert. | 1 | ||
| 256 | 160.073 | 158 | 0.393 | 33.0208018 | -89.5959150 | 33.020802 | -89.595915 | 43 | RCB | 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion around headwalls (X2). | Remove brush from outlet and cut to drain. | UK | ||
| 257 | 160.155 | 158 | 0.475 | 33.0218512 | -89.5952374 | 33.021851 | -89.595237 | 43 | RCB | 8X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion around headwalls (X2). | Clean outlet ditch 25ft. | UK | ||
| 258 | 160.224 | 158 | 0.544 | 33.0227086 | -89.5946256 | 33.022709 | -89.594626 | 44 | RCB | 6X4 | CONCRETE | HEADWALL | HEADWALL | FAIR | Erosion around headwalls (X2). | Clean outlet ditch of brush 25ft. | UK |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .