~i~i t ~:~~'--i · i i= i "j, department of highways,"""""...
TRANSCRIPT
J
.::~-~----~gOJ"-c:<.;
h~.E"{~
""""''''
+)(
TEST HOLE DATA
~ Fill 10.0", s;/f and fine grol'".o sand~ TOP3oll, ,
~ Sand, Loo:J.,modlum 10coor.. gro",od ~lttanto"Iigh/ly sillY, broWfI ""Jh so- fin. gM",,1 ISPI,
~ Sand, I 10V<ry10'$<, silly, fin. graIned. i"NI,ac<'<ls;o,...1grow!. gray Jo brown ISM)'
~ Sand loaN, mkrlay..a ~"'an ~o<1r$<"romori andsilly 'fine grained OfXa"""al~f'$' 9ro",1 wot 9ray 10Ian (sP-SM I,
ImJJ 6ra I, modium, don.. 10don", sandy. clayey 10clean,nne 10 coorse, we' Ian 10brown (tfc.r;p)
" Sand ond "ravelSanri and gravel. ~w sll'l<Tll.3.4 In cohNos,SImd, coar.., saluraledSand and gravel, coorr., sall/ro"'dand small roc~.13.3.In. boulde~.I .Claysl."., .and.lo". ",Ior/av«llhe<ill/mAai-d,gray
c=J Chvst."., sands"'"., sa,,", as aAWebul hard la very hard'a5%~ Shale
.so. Fre. waler I.vel and nl/mber aI haurs art.rdrilling Ihal measurem.nl was lakonGraril/al chongo in malo"als. exacl $Ir<ltachango is nol local.d,
~I~It_~:~~'--I/
ti!
Ii'lvn 001(1'Oe$h;n Flow 5000 C.F3.WalerwollAr'<' 508 S,r.
IIn"rlm ,"",Ir. 10MH.W)Chonnl!'lSI(1pe aOOl5 ~
/73.3()' a 10 Q
70.00' ,,50' 1.15'5,-'..Il;'
.\Spon I Sp<ln 2 SPan 3
~~~~,n
5!180 OJ;;:j<li5.
800' YC.I'"
5350
/
cVIs/GrLt".' ~-
fMII.W.~'9.51J'7 '»'S~I.I
---Wr,
' -_-Z_--~:p~t --I--::::=-Ek~3:.Mi,t ,':,
' ::~., - =~-'
,
'~=~,;,
---
,', '''t, !, lL IIIT,H 7
R.v;~wCd PoC. (!'8'68
",," I,
:I'\01
T.!-/. 8
71.9
~~
T.!II3 bt. lip EI S$~PROFILE
1.11.12'CH. 11
-!!l
~
~
fwmcua ~ ~~ EE. C't: J.()-()(In;-OS 5
SUMMARY
IJrscriplionI'.mlOG Iu,2rJ6 3Irudun
~ 502 PI]"506 /Iv RI.
I]) 509 ruc ura SIw. ~,..513 Oral;' PI U " /'0'518 Dam. rooli.' ltn-a OitGill Conenl. CIa... '[)SO/ £Mere,.. Cob.. :<I'602 R.inE 3/w1
Wb",.H. MaN AA3l1OM'I53-Yr:>
Q) De.ign ~/.9-h111,650 LI>s(2) To"" /ncluckd In 8id Pnc.. I'or firm 601 -Conen"
fJJ10W'4S may/JeuJl!'din li.u of 10BP41.
50~G' / 70'0'
PILE STAKING DIAGRAMSchemafic
GENERAL NOTESAll--; .mil be d1ne=>rding1bIn. Shn<hrd~/l'kcli""$ .". lhe <Abrod:>/kparlmen/
of:;:,.. a.oz"!:.~:4':'{.~. n't.!~nmr;z !::;eL,.*::.:J:::=%~:t:'.t;:;;.,~ /:ipe.each'- *II
lr Iv'perml";"" "",11te Enul"..,. primary bar.. OIY$phMf, lhey shc;11~ a mirtlmumof40 rilam.!"" fOr bar.> n«11"lops aI"btC1mshaVing mare !hem 121i1cNs <>I"CW1<'IYk""""'rlhe ,-", andU cliamelvrsI3r bar" near balt"l11.". IMml>er...~ bar..wn.n .plicecl shc;1Ihp ?4 """""~ ar lhe bat".
Olmen.;"'" /&1"retnRm:lng $/w:1naI .mwn as ckC1r..mil "" '" lhe =d.rhn.. 01' lhebar.
Sci.Jndlng. and deplh 01 II>ollng..am In ~,wllh In. "'-'I o"",]qble ""faand when cllffrronl <""dm""s are .m:aum!el¥d lhe Brt. I!ngllWr Wirlm.p.d and
. d.Nrmln. If ,,",*3I'gn Is """,-,.aQt,Tor ckhl4 ar "!r,,dural =vo!iM and slrucluv backml, ".. 31<1ndorclM-2QG-A,
All=k sur/O",,. marked w/~hIh. ~mbal r 0$ shawn an ShwI lib. It? shall """'I;"C/a.ss'z'3<1- I'i;'/~h.All INIrn.rs to be cha",f~red ~. un/e... o!herwisl!'nol.d.LOA/JINIJO,/TA. '
Liw Load' .USIiQ liS 20-44Oeao' /.ac;d, A$$Um.. 161bs./.",rl addilion<1lwearing3UrfIxI which Includes lhe *';;,..h~Iemono/I1hic wearing $UI"/ixe shown.
lJCStGNIN<5 DATA.A.A.S//Q /965 IJnil Strnsu ..«p! as nolee/.Ii'rt'nf.$kel /$'2QOOOIb3/"".il1.
Col1Cl"t1l.11:'1200Ibs./.", ti7n'l(J
COLORADODEPARTMENT01= HIGHWAYS
3 SPAN CONTINUOUS(SO'-6' - 70'-0'- 50'-6'1
CONe.SLAB a GIRDER3B'RDWY.1'-3'CURB 60' SKEW
!Mu!h PIal" Piwr145'()( --
s M-,,
_.U/f/#/on G.
&,. 6r. 441'tlZJ- El1d8r.44S'9T.()5 SBL F-16-HV&y, Br 4U'tJl.'5-fnr/8r. 445'76.~6 NO.NBLF-16-HW
/
IIIVISION<,
~' NOna~ ffi'"7~ , COU>l4DO CC/O-()()7S-0S ,'~ ;,-
"~
, 7eG 67 TG.o1 :!iGI 7"6~ ~S4 -~ 7< 9 7~_J~"6' T~~ ~"T ,"'i;.r.
~- )I
,
,
-..!f."6 r-€ ~a- Tt"S T~-.&."3 7f"r 7fU,
7~- 7G.A:l;:P
:<>1
/ rae4'Orcur...!I
#... 7iA71, 7< 71 71G.687£(;5 7G.!i!Z 7G.59 7£55 76527&:53 7G:5:J 7G:5:J 71G.'3 7..53 %.53 7'-'53 T.5? %.5? %.5? %.5? %.51 %.51 ?:iSf; ;g:50 7G:~ 7G.i$ 7G.m 76.m 7G.i7 76."7 7G."" 76."5 ~ "5~- 0 0 0 0 0-- - 0 0 - 0 0 ~- -~ <> <>---<- ._~&;-;
~ i "
~ 7Aff81 7f79 ~77~~~? GS_~_~__7~U ~U ~- A. -~-~ i<:'!~~67r~I
/ ~""
,
'i ~;;~ ' ' '
.., 7~r-t-3,89 7'°088 7Go86 7(;~-'!!b827'~81 7&,,79 7Go777G?t.7i 7 _~77 7~.76' 7~~,~_~77
,
~7T T~.!!I' /" ~_~_.!~73 7fT,? if7.? TL
tIi, IIi!' '~t';i:
~I ff1'-0"
. : 7G.9 99]'t98 7Gb97 7'4,90 T1~,Lm94 TGOS37G.r?Z'~9<> 7~. 76 _.!.~9d 7~.sI1 ~,~,~- '8.~. 7f.8T r-87 7~,~- ~t G..,~Ii#~N.T#, . , , , ,#S+97.d5'"- , , / / ~~ V-
m
Y; ,7%
'5 77.X nx 77.tJ6 7/.06 77.06 T706 TZtJ6 77.05 7T05-~-<>--,-Q (>--O- - - 0 0 (>--.
76~T..86 _~_T.8877.05 77.06
#,'35
Prd',.",
~I.M.:,I
~I~I
,;0.5 TT.<18 77.08 TUB nM 77.117 77.117 77.07 fT.1J<G T7.1J<G.' 0 a 0 - -() 0 0-- - ---0 0 < .
J~ "
.~ I #11-.5
10Sp@ 5'-0 ~" - 50'-"-"
Sp"m I
SH7S ##+(J(J
<,
~
/0 S'p. i!! 7'd"' 70cO'
S'pan ?
if ".1~
$;8!J 7.6'9 76.90 7..-92 %.34 76.% 76..98 77:00 7.7.02.~-
14 S'p,~ 5'-0%" - !X7'-..--
Span 3
'12 77.13 77.13 7Z/.J 7T/4 77.14 TZH 77.15<)--,-~-~ or"curb~'-<>-
IL 77./1 77.IZ 7T/2 7T.13 7T./3 7TI4 7;r14- --0 <> <>- -4--<> 0 <>--
Jt..TZOIJff.d 7101 77.O;? 77.d2 7703 77.03 77.113 7TOI no" 7T05 E T7tJ5 77.(J6 77.d7 7
,
T08 ,n09 7l0.9 77.10 TZII 77.12---<) ? 0 a --<>-~.~o-- .~ <> <>--<~-
%.97 76M ~6' 7..99 ~99 7699 71M 7Too 77a? 7. I 77.01 77.<71 77.03 77.114 77.05 T7.07 77.08 77.09 TTIO,--<>---<>--<> <J 0 0 0---<>--- -~o 0 ---0---0 0 4---0 "-
..-''<>
It, , ,
1/~(r
" 76f?:i7' .~~~-j:/ 4~O75..~7_~~~78~82 ~84 %e ~90 ~- 9fi.--!f987tOO TJoz 'Z-"'!...!l05 ~e.!!~~,
T7.14lC"r.
~~ ""1 % 58 76.58 %.59 7"-'59 7';,J;0 %:';1 7Ir6'/ %:U ¥U NO. ..i. '¥6'3 7..6i %.6'<' %'<:4 %,G8 76.7Z ;f;.7G 7..79 ;f;.83 II.B? 7..89 7..92 76:.9.,MoST ;t;.,99 7?02 7.7.04 7?OG 77.(197hJ77."12- --0---0 ,--<>--<> <>-~-" 0 - -~,~--o 0 teir.
f:jJ76.' iI'~5 7.."6 7.# 7 "7
'
%17 7"~8,
76.#9 T6.~ %.50 T6.1iO ""~ 70.51 7..51 ~52 76.5? 7..53 %.58 .:t;:62 76'.(;7 Mo7Z
1;;'~ '76.79 '%'.8? ?I
,
~8<',7"
,,
'89 1I
,
f(.92 76:95 T6.S8 77.01 T?oM rl~7~2'(J8--<> <>--<>---<> O--~- ---o---o--~ <J 0 - '~--O O <>-'---<> <>-~r teir.
~ 11.#1 7..,(1 7..".? 7.". 76.~. 76.# %..N 7"-."5 %-15 7t::16 "" ;t;:47 %.-17 7.."6' 7648 %./8 %.53 76:58 76£3 7"-.<:8 .73 i!>.7e 76'.80 7..83 7&.'%' 76'..st:> 7&.S3 Tb.8tP 7..99 7.7.0.3 Tl.Or> T1X .<> <> <>--o--o-.~- - ~-~--<> o <>--' -~-~--<>-. .- £ e,r.
t Brg. Abul I J PKr.<' Pkr '3 Foe, '" Curb-/, <:Brg.Abu/.# .
i.,..~
"~
..-'~
~
ERECTION DIAGRAM~ Note' SCHfM..-1T1C OIAGR..-1M ONL Y - Not to
sea;'" or sk..-w an'll..-. COLORADODEPARTMENT OF HIGHWAYS
fin;"" GN" E:/4'validn$ on Dtrck
ERECTION DIAGRAM
SBL F-16-HV.TlllCMSHO NBL F-16-HW
~o. Plol" Ri....-.. US+""
_l.IlIklon 11-, S5; .mw.
...~ "'S,S.H1-" '" ''" D.J.V. _...-"""""'" "
,;";
--
~.
."!"
....f-~-
ILL
~tJ'G' $;>:7/1$ II! ,
RI'Rev.Ha,.Jr.zilSpa.5'-G-68D.<Ls,--~I _NO.. Et. ..,. - 'tt-HrOO75-OS .1SS"'O' SlKmt!
173'3<Sjf- OUI htM
- "'r
'<~Ii§ \,
1.)
------------------
/,2'",'
F-ItHIW dIww". r-18-HV MfI1)lt1rj,~ ,,;.,}....----------
17/Sp /r.m'tJ"(Cvrl1) /-G$p.6I~r. 4'P'
Cup rtggr I'" <fruin
117O'@I;?"R /~DECK PLAN$1St>.I 1"-7"' -'~8~3~@
Rb'/ F!¥f s~o/
i'",...Hi7r1drdillJrla/1 s", SIlt Ng..1L
SB1..F-16-HV
. COLOBADODEPARTMENT OF HrGI{WAYS
DECK PLANRAIL ELEVATION-- "" PI#1f«nw",
~...~.iN. . .~~ .t:A1II
_..JJ.s~-...ac.tO--. - ..-RAIL ELEVATION
115-/
I I I-'5
.. _.
" ,
II i§
i I _. i8rio'."4'1."I
I 1>.+
,.,:
<.
:
I
.
.~,
.
i
$,
--40'G'88'0'
~ o/I'I'! 0/ eVrD/",,,,//../s ""-'k sk>,=-
.-"Ci (, .
512, 6'9"" "!I'O'ROADWAYSECTION AT <t. PIERS (NORMAL)
3"11"
9'~78'
\
~
/'I1/{s' 7- 489 G SI24'J?".t:'O''II Bfwll 6/,.",)
&.::':":
d.'-'.PC.- :~-.-,.'-'-:'~.
DIAPHRAGM DETAIL
ROADWAYSECTION AT It BRIDGE (NORMAL)
~ --~- EE.- co<- C& /O-OO75-/JS ~
.:0<'
SECTION A--A
COLORADODEPARTMENTOFHIGHWAYS
TYPICALSECTIONS
SBL F-16-HV_NO,NBL F-16-HW
3ov/h Pia/ie RiV<lr
_lilllel." -4~._"8S-'''''''''''o.cx. --""'""'.. "
;,1:-/
~ """"...,..," 5.. 4""1,..,."..In, ,...iI.. ",'.iI...~..iI
~1'"1 " \1. ~ """Sp<mt
~.!:~" .. It Ii P.", 5 ..3
fiT r-It1" ,t'"'..i ...11".oo.
lO\nili. ..".''''.')
'1.:-0"
ft.{s.m. ....Ii.. It."".,,diia)..,. t.c..-r. H.S...I..""",,, 8,... .'.."'... ...1.
."r",."...,... .,th1ft...,...
,"'0""-"" It.
~[Ik~t' ...,. i. ... It. /."l r It.'
ELEVATION
r'."'..!!..!.
'..J~
~~".w
SECTION A- A SPL'CE PLAN
'f'
01'. 'n. ... ..".iI. 'n. .., 8I.,f' '''''',~ . '.1. .. C.
SECTIONf- f SPLICEOETA'L,.i It.,S.me.. Roi'..." It.)R..mH.'. ,,"'ill ""..i.... ""m.'." , ..... 5'..,. -."" ~I F,"r'".''' Stu'"f.""" II
'. I ~..8~J~'io<".""=- -
.
- ~~. .
.
-~! ',..I :tl-' , 'm- l' ~
6;,,, ,..". ~.'I ,'Il£";;~Nomb..R...i...'- lJ:II,It. .
SECTIONI-ISECTION H - H
N.....
Po...t.b.,,,,""00'.'tothO, ... "'" .""'.,"..iI,"m..",..., i....,...f."".".,i..,...4 wit."""".".",'.I.S.I.".. m.,.. .oodi.".. .fH.S...", ......10'"'" ..., no' i... ,.. .It,.....to.. ,... .00'..'.11.mmbl,.
0 S/'" ,.11 ".4. ..Id..I. ... notm.,.. .".. 'n"'." .,...f "., i. th....,. t. 13116'"v.:c t... ,.." "" 30<' ..f... .."'i...
O..,SION>
';r-==-,'. "" .." 'I,b='J....;;:
;.,."':'~ PL'N
SECTION0- D
: I
rot.
; ~I2'.I"t'-04-I.'
,( 1".''''''' ,. ...ilOIO......; I 1'" ..oti. II..n' 4,.,0 R.II ",.,: 3- f...f Too..ili.. 4Ra'
ELEVAT'ON
""- -'"
~ ~KTNO. ~. . COI.O.cc~o-oou-o./2 :U.
JU'Ri:vJJ.vuhail~. SO(H;8 .D.,).$.
'T..-0/...'to
:>:..'t..
END VIEW'5'''' .ot "own)
DETAILS Of END CONNECTION fOR fASTENING BRIDGE RA'L TO TRANSITION GUARD RAIL
,C ,.,. Unil.. b.G"'''~'' Of'"f."".'",)0...11"aw. "fo< Ri,h' Han4..11Op,o~'. H.ndF., L.ft Han4.."
SECTION B - 8
~ ~-~-7",."-',~---'
j{
RURAL STREAM C~OSSINGDETAILSSHOWING pORTIONS OFSTRUCTURE TO RECt:IV[ CLASS 2
SU.FACt: FINtSH,
SECTION G- G
t 2'-0"8"@ ~&.Po.' 1'-1718', 0"10If! J'nL.
-- . ,ullil :=tl
2"~-r-~. I ,:..~ :
r-rl: I :l_l--'
"'c.'-..2mlt ond It.-
DETAIL AT EXP'N. BREAK
DETAIL OF RIPRAP WITH TOE
GALVANIZED STEEL HANDRAIL DETAILS
NOTES:T.'NSIT'ON EHDS OF RIPRAP MAY 8E MODIF.ED 8Y THE
ENGIHEER TO F.T CONDITIONS ENCOUNTERED 'H THE F'fLD,
....... --t.
, ,
(.:-_~
' '-'
AND SUP£RSTAUCTURE
DEPARTMENT OF HIGHWAYSSTATE OF COLORADO
MISC, DETAILS
"'- -. ''Sou'. Ptofl. Ri'"so- 4'" on
I.ill!oIo!!- SoUL- T-»- a.tI!
~ ~ 1""- ~Modo~ -CIood<od.. Dolo: ItSBLF-16-HV
snucru.. NO.H8LF"I6-NW
.'
m
,,'
,''''' ~
~ N04a,~ EE. -:~ CO<QIADOcc;IO'OO7;-OS' ;;
434 N.F. 431 F. F.43' F.f. 4,802
54"~!11'
46 '-9'Vs'
42ft
f Brg, -,
g~G%: 9'6%'~
== "' F=- 1 I=-_-::"-- .., = -- --, -- -~~--
I I r 'f ~,.. r ~ =" It: i i
,"j
I~+=:~ I-+-" LL
,~-"
432"18-NF. ( F.r.
'",
---I..
~
" , " ,
428"'18'f'/' ~ 'II iIi 10/JP42 432"'/8' ,I , NEaT
nl
~I:
TYPICAL ELEVATION OF ABUTMENTAbutment No,I Rt Shown;
AbutmentNc>I Lt" No,4 Rt,a No,4 li, Similar
Noh"..Abutmenf C'apI6icd.-rsfo be Paur..d Mono/dhlc,
Ale lip 10 be",inf Sfi doJaii sheel
SECTION THRU ABUTMENT TVP. WING WALL SECTION
Nol.,4/1 piles /0 [>e'beari1!9 Piles£slimaled lenqlh ICr Pile< 59 fl
Ma< Pile lood 99: If
COLORADODEPARTMENT OF HIGHWAYS
ABUTM ENTS
REINFORCING
SBL F-16-HVmucTIIOENONBL F-16-HW
30u fh Plalle Riwc, .~ 445.'/JO
~Ltl/l«otr ~.~
-"S'SMJ/.'
I
"""""-..L./S- - ..,1.-"
TYPE II 4(;'-4'
",--A.fn '(/20'I .p 1-
TYPEI TYPE:m" 6'
Fi
tfJliUTVPE 1J[ TYPE: !2'l.!.:D
I
JI
Z:g'CI1'0'
TVPEJZI TYPE Jl1I/f'
{DTVPl Jl1I[
8ill LIST-SUP£IlSTIlUCT.(t"Ru)
Mqrk Size knqlh No, TYpelhmens;ons
f?eq'd .P m401 4 35'4' 40 SIc.wz 350 40 Sic403 %b' 40 Sic4IJ4 z',,' 344 I 0'/1' O'If)'405 "-5 IGO N 2'0%' I-g'4IX ',G ZO 1J[ 2 I-g'M7 "7 zo IJI 2'-/' ,.','4(8 (;'.7' ZO 1'1 z'll;,,' ('9'409 (;-g' 2b JJ[ Z'Z ('9'410 '-It!' ZO' JJ[ 2"2'1. {'g'4/1 7'0" 20 1'l Z"3Y2 (.g'4IZ 7'2' 20 1J[ 2.4:11:/'9'4/3 7"- 20 1J[ -5 1'9'4/4 7'7' 20 1'l 2"7' ('9'1115 7"- 20 N 2'-8)4' I'g'4" 8:/' 2f} JJ[ 2"10 (-9-417 8'4- ZO 1'l "1/'4 log'4/8 8'8' 20 1'l 3'-Wi (-9'419 9'0 20 N g'3W I:g-420 9-4" 20 N 5'-5'4 ('9'421 9:9" 20 N 5'8 f.g-42Z 10'Z- EO N g"IO!>(-g'425 10-7 20 N "I'k' 1'9'424 11'1' 20 1Jl 4-4' 1'9425 1/-7' 20 IJl 4'7 ICg'42{' IJ-/I 20 IJl :g' {,g'427 IE'T 2(} JJ[ 5'-1 I'g'437 I/-g' zo VII488 53' 144 Sic439 4 3"(;- 84 IJl ('2' O's'440 " nl' 96 117111
50! 5 4C:4 t76 Sir-.502 '8' 142 II503 35'4 ':; SIr.5C4 gCO" EO SIr.'iD5 5 31'0' 2(1 SIc,
8AIl LIST" SUPEKSTIlUCT. (ConI:)
Mark SIZe kenqlhNo,
TypeDimensions
,Q,q'd l' m
506 5 24"0' 4IJ Sic507 I U'O" 10 Sic508 I 39:6" 10 SI<50g '3f)'tr 20. Sic510 5 /-7' IG Sic5/1 5 18'4" !Jt/ :>Ic
-c-
Got . 4('7' 15 SIr.603 6 .'4' . SIr.CM G 39'7 9 SIr.\
801 8 3G'-(;" 50 Ir.8f)Z 8 4G'4- 8 Sic
1001 1(1 31'8" 75 51'1002 54'Z' 20. SIc1003 47'0' 20 5/,1004 3.'.- 20 Sic1005 25'0" 20 SIc,100C lI'g m SIc1007 41-0" 2IJ SIr.10118 38'1' ZO Sic1009 3S'S: 20 5"1010 '31):0- 20 "Ir.1m 21'10- to 1Jl IS'If" 7-lt1012 (11)'0" 10 Sic1013 43,0 JO SicJDI,f 3(;'-0: 10 SIcIOIS 3<)'0.' 10 SIc101C 24'(;" EO Sic10lT 19',,: 20 SIC1018 23'"2 /0. Sic1019 10 IG"-C>' 10. 51'
BAR L/ST- SUP£IlSTIlUCT. (Cont)
ock <:,ZOI6nqlh No, TypelJimonsiM'
J?oq'd .P m
BAR SUMMARY11404.1J# Lin.Pf "'4& ,«;ti n,;:- 76"18SM7T.OOOLird't "'5 "'lO43 PLF.=31.788
1['58.000 Un. Ft "'", 6' I.SO? r.L.F.< /890[,19$.G""""Un.;:t ""l1'" Z",Tt?PL.;:' tiI;t:;['
I?6'Ol=' L.in.Ft "T!J&4.-P.LI:-=5.411.5ToM" 101M3
BAR LIST ABUT. (4 Req"d)Mack SIze Jl.englh
No, TypeOt"",nsIMS
Rend .t m
426 4 23'8' b SIC429 27"10 (; SIr.45D II"" 31 11431 5'-7 G SIc432 4'-2 12 SIr.433 '-5 I J[[ 5c5Yi4!'11 4'"7 I II 3'-7!f435 S'-2" I JIl 4'.27143G 4 C'-9' I 'iT 5'9'
803 8 J4G',4'" 1/ Sir.BAR" SUMMARY"
7G9.giG Un. Fl "4" ,1%8 P.LI" 5/4185333 Lill;f *8 '" Z,;7tJ P.LI:' 495
Total =100$
BAR LIST-ONE P/fR(4 Rqq"dl
Mack size en9lhNo Type
lJimen$ionsReg'd .J' JTI
437 1/ 1/'9' u; YII
510 5 41'7" 26 Sic51/ . 14'-.' 17 SIr.512 /4"8" 16 Sir5/3 14'-9" 18 SIr.
514 T {'It" 18 Sfr.515 5 /5'0" 17 Sf'
1;01 6 ('7' 2 Sic
804 8 4',8' 58 SIr.
BAR SUMMARV1?3,500 Lil1.Ft "4 G> ,';:;8 PL.F.' 8i!
?3SUJ3fJ Lin. Ft "'5 iY iN!! PLF = ?4Si!83.IG", Lin.-F.t "i;; '& I.51)[' RLJ: =' IF5
f?7tJ.G",1i"Littl"t"'S8f?G7I?RL.F. = 7;(3Tot",! -338t
"
L
t
'''''I'.~".1 ,-
.~F-~
",
~i!'-7" E§j ~~ ~,~~ COl""", CC10.-0.075-0.$ ;;2I:~Yr" "'I'-~y,,-
? Sp' @ gCI:%" -19~()-~~2' $@ g'"~~- '19'-U¥.-
!ilf !hru. !if5
!ifS \ ,
30'
\!ill: \\
\~.6'('
'\6i('
\.6\ ;Of!!i'
Gi(;
PLAN
, BI
Ff -A ~-1,1 I
,
-I: i '"1 1 , '"\--===112.9p"Ii-'BOt @IO" 11 I r8sp.~fII-'U'-ff'tI 1
8-15t!
J I~ 7Sp.13' fi".';'7J"1 TIJP-Blwn. dird.. ,,,. ('0«
====A*f
TI~~'" ~'HI:"'"~S~~ £1.50363,& Chann<1 hollom::; ~ ~ ~ ./evaHon 10 be conslrucl'.":--;:>~.. Ihls contract,
JOI
UtI1!/8
SI.,;02 ~III
'
I
~I
~,~~ ~I'" '",,,a ';;, " , .;.~;.,;, ;.,, ---"' '<'
--~I---rr IT 'Il!- ~
511
., I "=
8 SII TSp,@Iz'-T!O"
Nor.t r.F. ''''...
1z'1 O-!ifZ 7sp<@lr- 7<e>'I.:IV.F." F.r.!J-/;t~ 8Sp.<$' Ir"-,,-O', ~. !J-!il!! [email protected]'Nor t For Nor. t r.F.
a-Sf!i 7Sp.@f.?". 7'17"
NT. t.r.
~~i!1~ @J:-N'~I
~~. .. ~
"'-~ "'~,'W/~"w/." i
, ~, " I '
1:1'" . £1. .5036'.0 Chann.1 bof/'m
;: 'P.,''''''''''''''
,
E..laati,,: aF/.r fu'ur. Corps'. ~. --'- ~~"'
El SM'
.., Nol.:All Plt.zs IouB=rinf! Al.s.£s!. "'ogfo ForAlzsIs 45' 071f'/qr ""'t~5
TYP. ELEVATION PIER NOS. 2 a. 3
PILE TIP REINFORCEMENT
Co.:;/Q/ ,Pile rt'I"/()rCt'menl to k> inc/lftkd In"nil bid price ,,/ firm 5(J.'!.
"..~~
,e>B.R42
SECTION
'" .°-,,
A'T'"
i:jf:i,,:,L~'"
""
Z'-O"
::p,-;'::;!.::: ,{O!J
I!!O
IiIO
~'",.. r-BOt
rt p"lr}
~a?
801@IS- SECTION B- B
G/O
Gllioro. GIG
COI £/. !ii!':ltk)
?il. lip Ie be kkln;:S".e /Jd,,;1H" PI/". load 110)(,
A-A
COLORADO.DEPARTMENT OF HIGHWAYS
PIERS
SBL F-16-HV""'''''''NO NBL F-16-HW
3DUlh P/4IIe River- 445'0.0_LiHf"lon ~T
",as.M1-"'"'" D.J.V. _. -'" - ,.~
/1'>I
'. l<Vl00NS.
/' 5<7~~ ----
/ ~~? -H'
I 1L.-- - - ~U~? - 1 Z~- -----------------------------------
20'0"1.1>'4:"
I({':({'"II~
~ N04a~ EE-:... . COU>OADC>CC 10-0075-05 :;-~~0\;. '"
~~
.:/ 3/71'7
6-'.5"7.?%7
1<705.IOO./.7
100J10172
§PJ-;7
:"'"
§d7'------
,, ~-
J :::-; / iT ' ~'n",
. ;' -or
, ,$~~ / " ~~/ ,~/ LN 1 J; i:::f~. . ~"m -" ----Z"". ,? - ~ .h /~" h
TOP GIRDER STEEL ur I "'''' - '/ '/
117"'" ... Fr-I/.2:"'"rS:P"(rI<r.,kl/c h'...unc4J
/9$/"1:({'~ Z,P";' 1:.>'1!"&. 18 $p@ /"';;"- 26:'::- 4:;,,<;1!J:5: 17"
e.y 22 -./.&({. /.. J27
~.(fE"Er. MJNF.£E
N"lw
I..
/5 - -'dO'/17//p" /.'r t.2 - ...(7.I' h~7
t;,
f.
I:-Jr-..
,
.t,.' ,--
GIRDER ELEVATION
Z".9} ,0. LY'
A/~Iu 'Clrder .J~r/iy "".,/f r"""",I/7 /n I'f"ce /)/// /£I/7y//7 uo/I/ ,,1/,-vrs
ban' r"ac/",d' "min. slrenyll1 dr .2,4/7/7/,.<1, and lI1e sl b ../7..// o~1 .bel'~uNd' 'vnll/ /be Clrd'er /,dUN /N""" ruched" nun. sln-oylh ",rZ. -417crp.s.i
COLORADODEPARTMENTOF HIGHWAYS
GIRDERS
SBL F"16-HV'mJCTV"NO NBL F-16 "HW
Soulh PiaUt RIV':r... 445'()()
_link/on s.J!.L-T~ GBW
-""''''l'!.$MIlI-''_",DJ:JL ..........-"-'-' '" ..
iJ