HomeMy WebLinkAbout5.2-10236 POST MILES SHEET TOTAL
DIST COUNTY ROUTE TOTAL PROJECT NO, SHEETS
21"
Girder symmetrical about ~ Span~ Dimension =
~ ~ steel to approximate o parabola. Tolerance,,_i,: D~,d
~--Co. nsfrucfion joint between ~ There shall be o rain of Z hold downs within the spon.~
g l rder and deck s I ob. ~' ~ REGISTERED CIVIL ENGINEER
I '-0" ' ~ -
F ~ , ~. Dokken Engineering
2-
.............. ~~ _~ 1~ 3054 Gold Canal Drive
Ronoho Cordova, 6A 95670
7 spores 5'0" 5'0" "L" = 74'-8"
~For blocRout i~ r,q~ir,d ~or
units see "Restrainer Unif Type 5 -
( Pcecasf Girders" sheet.
?
--- I~ ' ...... ~ ,r---- ~ ~ c
~4 x 1'4" ~
, o, ~ - ~~ ~ ~; ~,~., o 6 ~o x - ~- ~" PRES TRESSING NO TES
~~5 cant tot Z ~4 or ~ , ~5 cant
I
,
~" ~" Working Force: The force required af center
[ Concrete Strength: f~ i is at time of initial stressing,
f~ is af ~ days, psi.
~[ Oeflection components: Informational - fo be used in
setting screed line elevations.
I~"clr. f~p. except as
~ ~ shown ~creed line elevations for deck concrete will be
~EC ~ '- ~''
TION A-A ~ ~ ~.,~~ ~ ,h~ E~~.
SECTION ~-~ co~,~o~,o~ ~ ~,.~~ ..P.. ~ ..x.. vo,,~ ~,~we~
limits shown, as approved by the Engineer.
Concrete Deflection Components
Girder P = Working ~trength in Feet
location or force in
d. signofion Kips . ~ o.~ ~ Ro,, ~ 2'-~' mox to lifting I~p
~ and length "X" f ~ i lc DL DL
~ ~ sup~rt block I~atlon
74'-B" '5 610 4500 4500 0.100 0.008
~ ~ , Girder to
CLEARANCES FOR PRE TENS ZONED STRANDS ~ I ~ ~ndled near ends
II II
I. Strands may be bundled in groups consisting of ~ vertically ~%x~
~ horizontally, and separated of the ends. Nofe:
~. The rain distance "~" b~,fween groups ac individual strands is Oefails shown ore for Pcefensioned Gicdecs.
,, 7,, I,, The Confcacfoc may submit details fac Posf-
I~ for ~" ,fronds, I~ for 16 strands and Z" for ~ strands, tensioning which shall be subjecf to the SUPPORT LOCATIONS
~. "~" is measured between centers of adjacent strands, oppcovol of the ~gimeec.
No Scale
4. Approval of Engineer is required for deviation.
~,~,"' R.C.~r~g9s ~=~o ~ Ho ~,,~ ,o.FRIANT - KERN CANAL BRIDGE
~,*,~ "' c. Houghton c~,~ Ho C I TY OF BAKERSF I ELD ,o~ ~,,~
~u,,,,,,~ "'R.C.~ ~ ~Hu PRESTRESSED [ GIRDER
FOR REDUCED PLANS 0 I 2 3 EARLIER REVISION DATES ~ I
I
Concrete Deflection Components
Girder P = Working Strength in Feet
location or force in
· Rail
designation Kips , Q Oeck ~ OL
and length "X" f c i f c DI_
74'-8" 5 610 4500 4500 0.100 0.008
6 640