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Show >-3 ::r Vi' ~ ~ s (j) rJl rJl '" -. ~ (j) rJl ~ 73 ' - 4" OUT TO OUT !II 58 '-0" ROADWAY V> z rJl (j) 0- I[ 0 V> l' - 2" rt I > W Ct: SR-66 . ' 1<./ (j) ::t> 6'-6" 10'-0" 12'-0" 14'-0" 12'-0" 10 ' -0" 6'-6" SIDEWALK SHOULDER TRAVEL LANE MEDIAN TRAVEL LANE SHOULDER SIDEWALK l' -2 0 11 S :;; . r- o - ~ ~ AND GRADE I -2.00"1. g 42"DECORATIVE ~ PARAPET (TYP) ~. o ,... ~I ~I I- ~1 rt ct 1D I- AT ~ o a.. III z ct c - 0::5~ 1-.> VARIES FROM 3'-41,t TO 4' -9 1'8" 7 SPACES AT 9 ' -4 " 65'-4" STEEL PLATE GIR DERS VARIES FROM 3'-3" TO 4'-9 1't TYPICAL SECTION THRU STRUCTURE ~ u w w U U % Z:z:O BEARING ~ u 0:: STRUCTURE DEPTH I ~I ~I Z u W % % I u ~I ~I I o'"' n (j) rJl ~ to (j) ~ (j) ,..,. o Q o ~181 I .. z . i '"~~ ~ 5 ~ N Ul o ::ll '"::;:> (j) g'"' o ~I~ ~ :::I: _ ct ~~ ~~ I- ::J >- olf) ':N Or<) en lD + a ~lO u > > OJ c.. w ,.o°cl ON °eo °en 0..,. a enlD + a 'f 1O If)lO N N > OJ t- > c.. w N 1D a lO > > OJ c.. w ~ ~1 7. STRUCTURE C-969 SR-66 PROFILE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 . 11 . 12. 13. 14. 15 . 16. 17. ORA I NAGE AREA .................................................. . DESIGN FREOUENCY .. ... .... . . ....... .... . ... .... .......... ..... .. . DESIGN DISCHAR GE (Od = 0100) ... .. ......... . .. .... . . ...... . ..... . VELOCITY AT BRIDGE FOR Od ........ .. . . .. . ................. . ..... . UPSTREAM BRIDGE FACE FLOWLINE ELEVATION .. . .. ... ..... ........ . .. . DOWNSTREAM BRIDGE FACE FLOWLINE ELEVA TION ....... ...... .. ..... .. . WATER SURFACE ELEV. AT UPSTREAM BRIDGE FACE .................... . WATER SURFACE ELEV. AT DOWNSTREAM BRIDGE FACE ... . ... ..... ...... . CONTRACT I ON SCOUR DEPTH ........................................ . ABUTMENT SCOUR DEPTH ...... .. ... ......... .. ... .................. . EXTREME EVENT FREOUENCY ..... . ............ . . . ........ . .......... . EXTREME EVENT DISCHARGE ........................................ . VELOCITY AT BRIDGE FOR EXTREME EVENT .. .. .. . ... ... ...... . ....... . WATER SURFACE ELEV. AT UPSTREAM BRIDGE FACE (EXTREME EVENT) .... . WATER SURFACE ELEV. AT DOWNSTREAM BRIDGE FACE (EXTREME EVENT) .. . CONTRACTION SCOUR DEPTH (EXTREME EVENT) ........... .. .. ... ...... . ABUTMENT SCOUR DEPTH (EXTREME EVENT) .. . ..... . ..... ..... . ... .... . u :z 0:: W N c.;o 0: 0 :2 0:: l::J • L 200.00 FT lO ~~g i~~ >- HYDRAULIC DATA a ~o 0 1213 MI2 100 YE AR 6500 CFS 4 . 14 FT / S 5048.89 5049.58 5058.92 5058.76 7. 31 FT N/A FT 500 YEAR 8.000 CFS 4.55 FT/S 5059.23 5058.96 9.30 FT N/A FT :z 0: 1.&.1 :> 0: 0: 1.&.1 co ~ 0: 1.&.1 :> 0 <.0 <.0 I > 0:: W CD W I"') ..- ...,. 0 >- ct .-J ~ ~ ~ a<) 0 0 0:: W Z 0 LL 0 I- CD ~ ~ I- > I 0:: ct I 0:: III 0: VI ::J IIlllii MORGAN COUNTY C-969 ORG. NO. SHT. 2 OF 25 n '"' on'"' (j) rJl ~ |
