Laserfiche WebLink
<br /> Mesa County, Colorado <br /> 8. Str No MM-E.93-19.33 <br /> 132 Ord No 155. <br /> - <br />Misc Information <br />18a. Range: <br />lab. Township: <br />18c. Section: <br />37. Historical Significance: 5 <br />123. Maintanance Patrol: 0 <br />124. Expansion Device: 0 <br />125. Bridge Rail Type: X 0 <br />130. Rating Date: 03/10/1990 <br />134 Vertical Clearance (NB/EB) : <br /> dir=X max=99'99~ - min= 0' O~ <br />135 Vertical Clearance (BB/WB) : <br /> dir=X max=99 '99" - min= 0 I 0" <br />139 Posting Map Color: 0 <br />140 Batch ID Number: <br />141 Funding Category: X <br />142 Funding Status: 0 <br /> - <br /> 13 <br /> <br />Gold Star Canyon <br />Floodplain Information Report <br />i' <br />STRUCTURE INVENTORY fu~ APPRAISAL SHEET II 8. Str No: MM-E.93-19.33 <br />Colorado Department of Transportation 132. Ord No: 155 <br /> <br />24 <br />0000 <br />N <br />N <br />N <br />6 <br />5 <br />5 <br />6 <br /> <br />Inspection Summary <br /> <br />Approach Roadway <br />Safety Features: <br />Deck: <br />Superstructure: <br />Substructure: <br />Channel: <br />Culvert: <br />Structure Condition <br />Deck Geometry: <br />Underclearance: N <br />Load Capacity: 4 <br />Waterway: 6 <br />Approaches: a <br />Inspection Date: 03/11/2003 <br />Inspection Team: R <br />Inspection Indicator: F <br />Sufficiency Rating: 75.8 <br />SD/FO Indicator: NO <br /> <br />32 <br />36 <br />58 <br />59 <br />60 <br />61 <br />62 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />90a <br />90b <br />122 <br />137 <br />138 <br /> <br />o <br /> <br />24 <br />N <br /> <br />000 <br />000 <br />000 <br /> <br />o <br /> <br />o <br />N <br />2 <br /> <br />o <br />o <br />N <br />N N N <br />9 <br />o <br />o <br />N <br />8 <br />749 <br />19 <br />2 <br />o <br /> <br />99'99 <br />O. <br />o <br />o <br />o <br />o <br />o. <br />o <br />o <br />o <br />o <br />X <br /> <br />o <br /> <br />N <br /> <br />o <br /> <br />Str <br />o <br />Def Hv~ Designation <br />Parallel Str Design <br />Direction of Traffic <br />Temp Str of Traffic: <br />Hwy Sys of the Inv Rte <br />Yr Reconstructed : <br />Deck Str Type: <br />Wearing Surface: <br />Ave Daily Truck Traf: <br />Designated Natl Network: <br />pier or Abutement Protect <br />NEIS Bridge Length: <br />Scour Critical Bridges <br />Future ADT: <br />Year of Future ADT: <br />Minor Str Indicator <br />Special Equipment: <br /> <br />o <br /> <br />N <br /> <br />Inv. Route: 0 0 0 <br />Feature Intersected: <br />N/A <br />Max Vert clr-in: <br />Milepoint-log: <br />Bypass Detour Lgth: <br />Functional Class: <br />ADT Under: <br />Year of ADT: <br />Total Horiz Clr: <br />Def Hwy Designation: <br />Hv~ Sys of the Inv Rte: <br />Average Daily Truck Traf <br />Designated Natl Network: <br />Highway Sect Indicator: <br /> <br />Type of Work: <br />Lgth of Str Impvrnt <br />Inspection Freq: <br />Crit Feature Insp: <br />Crit FeaturelnspDate: <br />Bridge Impvrnt Cost: $ <br />Rdway Impvrnt Cost: $ <br />Total Project Cost: $ <br />Yr of Impvmt Cost Est <br />Border Bridge: <br />Border Bridge No <br /> <br />Under Conditions <br /> <br />Remarks <br /> <br />205 <br />206 <br /> <br />210 <br />211 <br />219 <br />226 <br />229 <br />230 <br />247 <br />300 <br />304 <br />309 <br />310 <br />315 <br /> <br />75 <br />76 <br />91 <br />92 <br />93 <br />94 <br />95 <br />96 <br />97 <br />98 <br />99 <br /> <br />100 <br />101 <br />102 <br />103 <br />104 <br />106 <br />107 <br />108 <br />109 <br />110 <br />111 <br />112 <br />113 <br />114 <br />115 <br />121 <br />133 <br /> <br />088 <br />32 <br />77 <br />o <br />9300 <br /> <br />8 Structure <br />9 Location: <br />JUST SE OF STAR CANYON DRIVE <br />10. Max vert clr-inv rte: 9999 <br />11. Milepoint Log: O. <br />136. Hiway Section: V <br />16. Latitude: 39' 5.5~ <br />17. Longitude: 108' 41.4" <br />19. By-Pass Detour Length: 2 <br />20. Toll: 3 <br />21. Maint Responsibility: 2 <br />22. Ovmer: 2 <br />26. Functional Classification: 8 <br />27. Year Built: -1951 <br />28. Lanes On-Under Str: ~.~o <br />29. ADT on: 416 <br />30. Year of ADT on: 99 <br />31. Design Load: 0 <br />33. Bridge Median: 0 <br />34. Skew: r207 <br />35. Str Flared Y/1 N/O: --0- <br />38-40. Navigation Control: 00000 <br />41. Str Open or Closed: B <br />129. Load posting: 25 25 25 <br />42. Type Service: 1 5 <br />43. Structure: 1 19 <br />120. CDOT Str Type: CBC 2 <br />44. Approach Span Type: 0 0 <br />45. No. Spans-Main: 1 <br />46. No. Spans-Approach: 0 <br />47. Horizontal Clear on: 30.2 <br />48. Max Span Length: 11 <br />49. Structure Length: 11 <br />50. Sidewalk: O. O. <br />51. Bridge Roadway Width: 3'0~ <br />52. Deck Width (out to out): ~~ <br />53. Min Vert OH C1: 99' 99" <br />54. Min Vert Under C1: N 0' 0" <br />55. Min Lat Under clr rt: N 99.9 <br />56. Min Lat Under clr It: O. <br />64. Operating Rating: 925 <br />66. Inventory Rating: 925 <br />66A. Girder Rating: 25 <br />66S. Slab Rating Indicator: X <br /> <br />E.93 <br />33 <br /> <br />State <br />Hwy Region Eng/Maint <br />County Code: <br />Place Code: <br />Inv Route on: 141E <br />Feature Intersected on: <br />. i~OLO STAR s.~5?t! ~ <br />FaclIlEy on Carrled Str: <br />, S . .~~W'{/ CR <br />No MM-E.93-19 <br /> <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />7 <br /> <br />Page 1 <br /> <br />COOT Form #442a 1/96 <br />