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PROJECT PART H
77
c Jlkyg-b-ac+nF: /^hFmrn /_\n ^ Inc.
^
^
I I
Htnic.r-I- f^nc^inPFi/ : /< P/ntzf fp '
]A)(^rk f^Frjnr,: H r i / 1970
Vs)0\rh, r . n m p l f t p d c \ l / ,nF 2 P 1979
STATE OF ALASKA DEPARTMENT OF HIGHWAYS
S-0680(16X18) 26
; . - ^ . < - .
INDEX OF SHEETS
PLAN AND PROFILE PROPOSED HIGHWAY PROJECT
NO. S-0680(I6)(I8) ELLIOTT HIGHWAY
CHATANIKA RIVER S WEST FORK TOLOVANA RIVER
BRIDGES a APPROACHES
.AS-BUILT ^TLAi
SHEET NO.
1
2
3
4
5
6
7-10
l t -18
19-26
DESCRIPTION
TITLE
TYPICAL SECTION & DETAILS
SUMMARY SHEET
ESTIMATE OF QUANTITIES
STANDARD SIGN DETAILS
MATERIALS SOURCE
PLAN a PROFILE
BRIDGE NO. 325
BRIDGE NO. 836
WEST FORK TOLOVANA RIVER BRIDGE PROJECT N0.S-0680(I6) MILE
THE FOLLOWING STANDARD DRAWINGS APPLY TO THIS PROJECT: A - l , D-lo , M - l , M-3 . R-l . R-3 , R-5 , R -6 , R-a, T- l . T - 2 , T-9 , T-J5 ,T - I6 (2 Sheet*).T-18 .T-19 T-20.
PROJECT SUMMARY
WIDTH OF SUBGRADE
LENGTH OF GRADING LENGTH OF BRIDGE, i LENGTH OF PROJECTA \ 9.364.44' = 1.773 Mi.
PART I
34 ' 9.115.40'= 1.726 Ml.
249.04'= 0.047 Mi.
PART H
28 ' 299.37" - 0.0&7-Mf: 200.03'-= 0.038 Mi. 500.00' " 0.095 Mi. f ,99.54'- O.np F F 2 o o . 4 ( , - o n ^ ^ 74i.
•A. 9oF>r,n ~ n i - rnPl ,
PROJECT TOTAL
•9.414.77'-1.763 Mi. 449.67'-Q08D Mi.
0.004.44'»1.8084^ 9 f t / 4 . 9 4 ' ' / / ! 5 9 FT.
'^49.S0'=O.O8'i Adi.
PROJECT PART I CHATANIKA RIVER BRIDGE PROJECT NO. 8-0680(18) MILE
DESIGN DESIGNATION ADT (1969)..= 6 0
ADT (1989) = 180
DHV(20%) =36
0 = 3 5 - 6 5 % T=IO%
V = 4 0 MPH
IFi^Pr...^ 44 '^ l.?44 F F
I S STATE OF ALASKA
DEPARTMENT OF HIGHWAYS
DISTRICT ^^SiNEER . ^ ^ . ^ ^ ^ - . ^ 9 ^ Date:_7/^5/7£_ COMMISSIONER OF HIGHWAYS
.-,Dote--_=s4'V^-»
I A i. A S K A j I !
's-osffOf/e/ /fT'- 26
]iciri.;ol^ I..- :ning to r g u a r d r o l l s tandard Sheet R - 6 )
s - ' r P r o f i l e
• ^ t . "
..:.r,--!j-j/ or useable CKcavat ion
N o t e : A l l c l ^ r i n g outs ide o f s l ope l i t h i t s i n C u t S r c t i o n s
s h o l l t b F h a t K ) c l e a r i n g .
TYF/CAL SECTlOiJ
6 " Subtx/se G r a d i n g A Se lec ted . /doter iol y ^e .f^k.r, £ P r o f i l e Shee ts f o r Dep ths .
© See F i l l S lope Table .
2.8/ Srjbgrsd-^-
Co^j tgsf a s r e q u i r e d f o r A/civ E m b a n k m e n t
.<^^^^^^^^^\\\\>\\\\\\\V ^^^sss^
A p p r o x i m a t e L e v e l Exist:,-'-Roadway Fi l l , Cut $ S p r e a d .
0 . 0 > ' . ' f l -• Suborede P ro f i l e
' O . 0 3 7 f t
, \ /an3bie w i d e n i n g f o r g u a r d r a i l •L-J (see. S t a n d a r d S h e e t P 6 )
L S o r r o w o r useab le e x c a v a t i o n
TYPICAL SECTION-E x i s t i n g G r o u n d
PILL SLOfJE, T A B L E *
HEIGHT
0 - 5 '
5 ' - l 5 -
Oyer I S '
XOF€ 4 : 1
V
' * ! ) & . • I where g u a r d ' r a i l . . i s -hror ronted
' ) F * ^ £ : £ A i £ f f / U i ; A / O T £ S
I. C l e a r i n q e G r u t i b i n g ^-•H'and. ' .CIear i i /g- .- l imits s h a l l be a h e a t o r d e r l y l ine a s e s t a b l i s h e d b y t/>e e n g i n e e r a p p r o n ' i t a a f e l y f i f ' t e e n f e e t o u t s i d e o f t h e s l o p e l i m i t s .
2. G r a d e s a n d o l i e ) n m e n t s h o m n o n — t h e s e p l a n s - a r e . s u b j e c t t o m / n o r r e y i s i o n s .
3 . A l l w a s t e o r t d / o r su rp l us m a t e r i a l ertcountered--.-/3n H d s . z - p r o j e c t I t / i l l b e d i s p o s e d o F o s s t i p u l a t e d i n t h e S t a n d a r d S p e c i f i c a t i o n s , OS m o d i f i e d , o n d S e c t i o n 203 .OQ o f t h e S p e c i o i P r o i / i s / o n s .
t The app roach roads a / i l l be f i l l e d 6:1 on t h e a p p r o a c h i n g s ide o t t r a f f i c . . a n d 3:1 on the o t h e r
& E x i s t i n g d i t c h e s a n d o r i g i n a l g r o u n d a t t h e f o e o f f i l l , s lope, excep t i n h a n d c l e a r e d a r e a s s h a l l b e g r a d e d t o i n s u r e a d e q u a t e d r a i n a g e a s d i r e c t e d b i j t h e e n g i n e e r . No d i r e c t p a g m e n t y / i l l t>e m o d e f a r t h i s i vo rk .
6. Excava t i on a n d b a c k f i l l f o r R i p r a p f o e t r e n d i w i l l b e c o n s i d e r e d i n c i d e n t a l t o t h e f u r n i s h i n g a n d p l a c e m e n t o f t h e R i p r a p .
7. Curve d a t a f o r t h i s p r o j e c t i s b a s e d o n w i t h a r o d i u s o f 5 7 ^ 9 . 5 8 ' .
a o n e d e g r e e c u r i r e •
a A f t h e c o n t r a c t o r s o p t i o n , e i t h e r c o r r u g a t e d g a l v a n U ^ d m e t a l p i p e ar c o r r u g a t e d a l u m i n u m p ipe moy be f u r n i s h e d for pay I t e m na 6 0 3 ( 2 6 ) , Pipe Condu i t .
9. 7 h e r e i s n o p a y r n e n i f o r h a u l o r o p e r h a u l o n t h i s p r o j e c t .
10. R i p r a p c o m p l y i n g w i t h the S p e c i a l P r o y l s i a n s m a y b e p r o c e s s e d -f r o m s u i t a b l e u n c t o s s i f / e d e f c a y a t i a n .
f i oad i * /ay t.
Sheut A ngle R t / \ h e a d
P a g m e n t L i n e . I t e m 2 0 3 ( 3 ) ^ ^ E x c o w t e 4 Replace w i t h Selected tdcderlal
CUT 4 F/LL LONCHTUDINAL TRANSITION
SMEW ANGLE
See std. d raw ing D- l a R>r /7)//?imum c o n e r
N o r m a l d i tch bot tom B o t t o m o f d i t c h f o r c u l v e r t
CULVERT CROSS SECTION
^ 1 — T — r J r -0 .5 ' Above top o f c u l v e r t
1—r
- ^ a _ m ^ r i a i ^ . j > r ^ ^ ^ ^ i j ^ ^ N o r m a l ^ i t c h bonom
Bo/Tom o f d/tctt f a r c u l v e r t
\ ^ 6 1 on slope fac ing a p p r o a c h i n g t r a f f i c , 3 ^ 1 on o t h e r s l o p e .
D i r e f t D I K E C R O S S S E C T I O N
SUMMARY ASK'.! 5 - 0 6 B O ( l 6 ) ( i 8 ) 1970 J ?6
7 " 7^5^07
'L^^' 196*-15
STATION
'L '733*O0 'L'744 *00
L /^*v 'Sir "1^/755*00
"L 'BOSi OO
X o t i f f i t j •l'Of3r00 P/I2TITOT4L
D/A.
3 i ' 2 4 -24-
l is IB-
3(2-18-24-
/ J T '
LENGTH
0 0 BBlii
^ • . %
4(1 ^ 9 '
• 3 ^ '
LOteTH 2I4-
^yz 8 i '
• ^ J S ^
2 2 0 '
L&KTH 36 -
12^ '
9i^C
162'
smuctdlliL EXCG) 59 50 58
115
25
307Cy
ilMFERT H Posts
2 2 2
•2
2
IO'
SELECT MAT
25CY
25C.Y.
50C.Y.(Si
CUUOTT HEkOmL 04 '
6 4 '
REMARKS
Tt/pe B Installation TgpeB Installation Tgpe B tnstalla/ion
Approach Right Skew 3 0 ° P t Ahd,Ditch DikeRt.
Apprexich Left "Ditch Dike Le f t
A 1 f l - I I
M 1 r> • f 1
191-
_ _ _i ' IQ2.— 21Z— —'. (2) Incidentot to Other I n m s of Wor/f Appesri/jg /n the B / d S c h e d u l e
AW Pipe /5 Helically Corrtjc^Q-ied v5+eel
/ ^ h / MONUMENT SUfmARY
STATm
•L- 7EO*oaoo 'L- /dO- OO/OO 'L- 740*007)0 •L- 730- OOd/O 'L,;7i0 * O0.00
•L^FFO-'00.00 '^^aft^-'Tpzt?
'L.:7d9 *52£2PC •L^;798*00.00
'L,-,&)ii • 35.74RTi' X- 814 togjopar -L" 320*00 POT
Part I TOTAL
NO
2 2 2 2 Z
2 2
3 2
3
2 24
UFT
too-loa too-too-too-IOO' too-
too-too-
too-
IOO'
RIGHT
IOO-
too IOO' IOO' IOO' IOO-
/oo-lOS^SO I S O '
IOO-130'
100'
APPROACH fiOAD QUANTITIES
7')i>il2
STATION TYPE WIDTH
1-246*SO 1^755*00 < ' w y g - j p
••%^SIi>*i'5 'E 813* 60 PAHTJ TOTAL
14' 20' 2 0 • H f
I *
RADIUS
2 5 2 5 2 5 ' - d ^ 2 3 '
E/C.
190 £ i i3S7
BORROW
8 7 5 7Gi?
O j i / i j / 37 ~
SEL./4ATI SUBBASE
24' 27 33
- 3 4 3 ^
29
M*& 51 4 i , ^
2 3 2 ^ -
REMARKS
h iu tu oil Eii.uiiaizinn Delezkd
\3.347(3)\2^373(i)\ 633 (g j •t£^(^\
@ Induded inQuan/t/es Shown on f/ie /^ lan i P r o f i W ' S h e e t s @ Quonities Are Not fnc/udeef m the Quaniiies Shown On the P /on ( ProFHt Shee t s
GUARD RAIL
STA TO STA.
' L ^ / 788 *00 X „ - 7-30*30 X ^ - 793 * 0 0 •L„- 7 9 5 * 0 0 y>," W( i *R4 V ' —fil-1 -"JK F t v n T TOTAL
SUMf^ARV
I.ENGTH
500
4O0
- ^ 2 3
L i / ^ .
U4Rt
LtePf.
Rif.
3 3 2 3 L.F. I
ROADWAY OBLITERATION SUt^hlARY
STATION
L < ^ W ^'CfLF
L / ! y f * CX? /S f / f ffO
L^l 75^ * 00 'L„t 795 * Cn j ^ 5 t 3 o
Lt Kt.
L t L t
Rt L t
ft/IRT I TOTAL
(D® / w C ^
t ^ C l •i94C.Y.
. S ^ ^ ^ t ^
49
175
iZ4Cr
900 L.f. To t ie p a i d f o r as L/nclassif ied E x c a v a t i o n
GUARD RAIL SUMAMRY
STA. TO STA.
301*51 Bridge 301*92 Bridge 30/i*75 Bridge 305*17 Bridge
P A R T E TOTAL
LENGTH
75' SO' SO' 73
250'
Lt
Lt
Lt
Rt
Ri
1^
-i-
- ESiislM^A^^ ' TEM
NO. /
EA . 23
HI (I) -
110(1) 201(3)
201(4)
• F -
.202(1)
202(4)
203(3)
203(5)
2 0 7 ( 0
: : . . - •
\307f2)
601(1)
602(0
S03(e6£)
603(266)
603(261)
606(2)
611(1)
615(1)
613(2)
615(1)
€f3{4/
630(3)
€33 (1)
£33 (la)
6S3-CW
63/ i (1)
• IT t i iAy ' y •:^^:0Z
Furnishlna ahd main ta ln lno Cna lneer f a c l l i t l e t '-.
/ t e a l s - : - - - . ' - Z Z - F - ' • ; o " : . - ' •••.• ••• T' ' z - y -
L o d g i n g --. • . . . • : - - • - . ^ . .-— . . v * ^ i l -J . — - # - - . . - - ^ .. » —
lempor j t r t / E r o s i o n * t i a Po l l v t i on c o n f r o t -^ - . r ^ : / ' . • . ,•- . - F , . . , . . . • • • . - . ^
MoblUzation ' - f - " - - , - ' ^
C l e a r i n g a n d G r u b b i n g y
H a n d C l e a r i n g - >. - ^
R a m o r a l o f S t r u c t u r e s a n d O b s t r u c t i o n s
R e m o v a l a n d D i s p o s a l o f C u l n e r f P / p s
U n c l a s s i f i e d E x c a v a t i o n -
B a r r o w • t
C l a s s I . E x c a v a t i o n f o r S t r u c t u r e s --
' • • • • • '
'
S a b b a s e G r a d i n g ' A '
C l a s s ' A ' C o n c r e t e
R e i n f o r c i n g S t e e l
I B " P i p e C o n d u i t
2 1 ' P i p e C a n d u l t
3 6 ' ^ P i p e C o n d u i t
B e a m T y p e G u a r d R a i l C t i p e E P o s t )
R i p r a p , C l a t t H
R i g h t o f I V o y M o n u m e n t s
C u l v e r t / b a r k e r P o s t s
S t a n d a r d S i g n s •
/ t f z ^ f x d f i f f f r ^ e r s -
S t r u c t o r a f S f e e f P>/7es, Eurf t r 'shedand O r / t r e n
S t r u c h i r a . 1 S t e e l f o r C h a t a n i k a f X v e r B r i d g e .
f u r n i s h e d . F a b r i c a t e d 4 E r e c t e d
S t r u c t u r a l S t e e l f o r W e s t F o r k To lovana R i v e r B r i d g e ,
F u r n i s h e d , F a b r i c a t e d 4 E r e c t e d P l a t e G i r d e r A l t e r n a t e
M e t a l B r i d g e R a i l i n g
1
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••.:....-.. - ' : - : - > T - : ' - ' - ' T . : ^ - •• ^ S ^ H . . E - ; E T- • . ' ' N ^ U M 8 £ R . • . ;^: •-. ^^ ; -~ -
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Cu Yd
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Each.
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2 33311 •
A'llReq'd m<3 &.3M
7^ m'W'i 374.77
39.S
694/ J l l lh^ 'J
AU£esiiL
102
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LEGEND spmim -"-INCH. SERIES-^-CAPITALS/;--^:- IN(iH LOWERCASE. . •% :? f " j i i ^ i JOOPHEIGHt£^ - ^ : ^ • " ^ ^ ; ; . # ^
Letter
Letter Widtt)
Space Widtti
Cunulative .Width
--^--INCH.SERIES--^-TCAPITALSr----iNCH.LOW£R CASE ' ( - - - "^NdHLOCJP HEIGHT).
Letter
Letter Width
Spoce Width
Cumulative Width
-^~|NCH, SERES-^-CAPITALS,—~HNCH:LDWER'CASE r, : ( - : - : " ^ NCH LOOP HEIGHT);
Letter
Ut ter Width
Space-Width
Cumulative Width
250 3.3t 10.62 13.5/ , I tSS I7. f017.68ZaSO216f 2V.372S2I 2&33
-'^~INCH.SERIES-"CAPrrALS, -INCH IXWER CASE (-—INCH LOOP tCIGHT)
Ut ter
Letter Width 2. 73
Space Width
Cumulation Width S32 8.3? 9.2t 11.71 I Z 5 S I & 2 8
:INCH.SERIES-—CAPITALS,—- INCH LOWER CASE (—--(NCH LOOP HEIGHT)
Utter
Ut ter Width
Space Width
Cumulation Width
-INCH, SERIES—CAPITALS.—HNCH LOWER CASE ( HNCH LOOP HEIGHT)
Cumulation 1
Width I I I I I I I I I - I I I I I I I I I I I
-INCH,SERIES—CAPITALS,— INCH LOWER CASE ( — - INCH LOOP KEIGHT)
Utter
Utter Width
Space Width
Cumulation Width
• 1 • 1 • 1 • 1 • 1 • 1 ^ • hi '
1 • 1 H
IS'R^ 375-^375^. D 5 - I
2 REQUIRED 36^18'
- j ^ - . :
Sg-36-
-tS.95'
- 1 8 -
-/6ef'
/ ^
Ll
A
WEST j FORK TOLeVANA^
RIVER
!»
13-R SVS'" 3?5'^ | * ^ 7 ^ r — j - ?«5'—-I
D S - I 2 REQUIRED
3 6 ' y . 2 f
SufTtmory o f S t a n d a r d S i g n s (. H a j t o r e f Ad^r - f tQrs
STATION
\'Lm£7SO*49''
•Lme-790*43'> *Lat?93*de' 'L«/'793*0B'
302*22^
302*22^ 302*39^
304*217^ 30r*-f¥B
3ov*-n'
DI5T L T
. 18 20 Id
15
18
15
RT 20
IB
16
TYPE DS-I
t fR-7 DS-I WHt-7
18 \g5-i 15 WR-7
M¥-7
15 klt¥-7 DS-I
WIM-7
DESCRIPTfOAl
CHATANIKA RIVER
3 Button Hazard Marker CHATA7IIMA RIVER -3 Button Hazard Marker . (fESTEtTff/f TOLOVANA RIVER
SButfon Hazard Marker SButTan Hazard Marker
SBufton Hazard Marker WEST FORK TOLOVANA RIVER
3 Button Hazard Marker
* t i t l c c r » i & * t « T i O M
5- oosodeniB) 1970 26
' : ' ' r^ ' - 'z^- '''.-:- y 'SIGNING NOTES i \ .;
/ . Signjtimensionsjiad. legends J(d-ShmriljonJhli_sheetliais^3tandadzd... and may be found in the, ' f tanual onOiilform Traff ic Control Devices •for S t ree ts 'and H/ghuiajfS.'.
Z. Ref lect ive sheeting and ftacking m a t e r i a l f o r s ign plates sha l l conform Jo Section 613 at The Standard Specifications.
3 -Letters -shall conform -to, " Standard Alphabets for-filghu/ay Signs:* ~ CBPR./966 ed/f /oo)
4( Legends an signs shown in detail draivlngs ore for l l lusfraf ion only and are not drawn To scale.
5. Signs shot /be tthfte tetferis dJ io i ' da rs ' o n green i>9ckqrgupd
n-
5;
Jt/ ' '
SPECIAL
STANDARD SIGN
DETAILS
- . - . r . / - . . - , : - . . . . ^ x . . . •••. - ^ ^ ^ . . . - T . - . . , . - - . r i t U t ^ ^ - , tfjMim JigMi '^•^--" -''-^ • " ' " - " " ^ ' - ' • ' ^ ^ ' i '•' • - ' ' \ - ' ' ^ i ik- t i%'M'v^ r V i i •:—-.-—,- .. . . ^ • .h . ^ - : .
MATERIAL SOURCES > . L / ' S . . A ! S-068O{ i6 /yS/ -yP70 6 26
MS 680-023-2
PART IT W. PORK TOLOVANA RI\E
P • BRIDGE
Lmengood
u
1
1
400'
HS. 6B0-028-2
too'
L
"
r
1 i
1
^ r •
ISO
- 230
10/2
'JJJItOf / j J P f l f f
Odain m a ^ i a / ^ Uiittr»/y atdmiaf the cu t on the rigtit as iAa*it. CTHs w i f net be sh i t sd iy t te Engimei). -
El l io t t Hishuiiy
M S - 6 e 0 - 0 0 3 - 2
PART I CHATANIKA RIVER
BRIDGE
El/0 VIEW Of QUARRY SITE
JiTTi " ? 5 i
A • 39 ' / 3 'O0 - Lt D '2°3O'O0 ' ' T -816 .5 ' L •1368.7 ' R ' 2292 0 ' 5 • O 03 'y f t
^ 5 1 I
•0
u >
A T A T f [ f t ' V J L Z ^ D r i J 6 * A l i D k
. $-0630(18) 1970 I 7 26 i
0 c)
-©-§
_L -0-203*99.3, PI
R / l d - / r-6
±=3;
mj- — I
-©-
m :'.iN'ioS'''it'3''3i)''lliyJrt'J595.'li2 ,...§
/?/ -z5^
-730 t
BEGINNING OF PROJECT P A R T I
TBM. ''7?. Elev. 580. 91 200'f t t afO'711*00 Spike In Spruce
P / fOJECT NO. S-OSaOCIZ) " O * 713+St.S PT. BM. ' PROJECT NO. S-O630CI8) ' L ' 713+62.20 P O T A h d . I
r'M.C 4*4 Post marked a 2143-5)
TtH " r S ELtv- 37i-S0 t o ' LT- T t Z t t S Mill in 9 - BikcH
i > -4liii-Rt. of Sta.'L-729*300
r I r
33 ' -a , "
/ & ' - 9 " i /=/>/•
.Zl£_% 5 t " 7'-2^e '
f ^ /="/<
4f Si'rder \ ( r y p - )
Y
f ¥ •-\
/£, ' -g"
7'-2%-^
P o o d wo y
7--2%'
- V - •* -
P 5 0 / (Typ. (?^eoc/, Qecir ini j )
:_ /V^V -w A..
I V A ^ /
^- (^-/Ty/o)
-v
t\i
'' ^30°Slce,v
PLAN
A\^'^^^"'
12 6 0 I 2 3 4 • A-1
Finish letre/ under
_E/ey.J) (See Table)
.P/IEHTJF :£r£MTW/rs_
P 5 0 /
P 4 0 / -
P 8 0 1 -
P 4 0 2
P 7 0 /
r-b"
P 4 0 3 -
Elev. d l l . O li
wtj tc i Drb'f.ijAnc'i
S - 0 6 a 0 ( / 6 ) / 970 /d- Z6
REINFORCING SCHEDULE - ONE P I E R Mark P40/ P402 P403 P 4 0 4 P 5 0 /
P70 / P7C2
P 8 0 /
..^.E^ZZ / s :e j (^2
•/z-i'if/oi/ rc/^of cc-/'>/c/?eT£ EE6S. A
." --1-r.-fir'-. l i b . ^6 b
426.6 f \ t i . \ ' . i l O
r- C 4 2 6 . 7 / 424- iP i
} y i o i \-/i'i-S2-
ELEVATION
12 6 0 I 2 3 4 5 t-l IH I 1 I 1 t 1 inches feet
SECTION A-A
12 6 O I 2 3 4 5 M H I 1 I 1 inches feeJ
a \ j a \ j i:.
Size
f
No. 3 4 9(> 2 6 2 &
/o
6 4 SO
/a
Leng th 9'-&' 2 ' - 3 '
• 3 t -6>
3 - 5 3 ' -8"
/4'-IO" S'-O
3 3 ' - O "
Type Bent Bent
B e n t Bent
b e n t
B e n d i n g D i a g r a m s ^ ^ 1
' 19" I- i-'o' .1 v£.
- J . A ' P404
- A S ^ \ ^ T I S E 0 } } v , . TISE|t3J^y;
P-702-
P 402 t i es '^
- ^ (^ l a r k w e l d T y p i c a l ' "•
^/B'(f> K IO" Studs (S)
« ^
^//C
1 - 6 . . •
- p.<!/,,,^ €.: r -0 each end.
— LP,"'R"'<:^?"/A74(^': ' (H-yic.:-.-;zz/:dc7yAZ/ ri:'f]
SECTION B- B
12 6 0 I—I I—I : l -
feet
WEST FORK TOLOVANA
RIVER BRIDGE
Route No. S -680
PIERS
Stafe of Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
325 DWNG. NO. 2 2 8 9
K-E-.
.^c
• ^
•Q ^ >i S Bridge 6-rocle^ U ^ d M
'*' O Ol
5 S .l-tffZ-
iS==:yyy_.J- ' i , S e l e c t M a t e r i a l - ' G R A D E D A T A
No Scale
200-s i '
E/ist ini jRoodwoy <^
^ - ^ / e c t h / t a te r i a l o
6 5 ' - 6 ' 6 6 ' 0 6 5 - 6 ' .^UsL r-r.
B e g i n B n d i g e ^ c ? Brij-... A b u t
^-^=qF^F=^'=^F=^^=^•r=^^?:
'- No. i
£ .=' ier ti'o. 2
I S B r g s . A t , u r f / o . 4 - 2 ^ \ ^ E n d B r i d g e
i P i e r No. 3
D a t u m E l . 4 0 0 -
E l 423 .C
E I 4 0 9 . 0 -
'^=F'-'fl
" ^ P - ' f | y 7 — - ? ^ ^ f DesignHIV.^'P- \ \ ^^^ Et-^25-qrypJ G r o u n d / i he / S ' / f f . o f t. / ? o a d r j o y .
ELEVATION
PILE TIP PLTVATlONS \ Loco tion
AOutments Piers
Desi rable 3 9 0 3 9 0
Cs i imoted \ 3 3 0
390 1 S l l . finjfs / 3 t / 4 fgif ^ , : r . t t , E/evs.
•ntL,/LCI tJL^IGt**.pnN
s-oeeo (/6) / 9 7 0 / / 26
. — ZM/ii/ri
29-• O ' o.to Q.Slab
2 8 ' - 0 " R o a d n o y
a d o a f ^ i f hoo i ^O i
r
-a%
Bridge Grade
; / • - 2 7 . C o n c r e t e Deck
C o m p o s i t e S tee t ( o i r d e r s
C o n c r e t e P / e r S f i a f t
TYPICAL SECTION
"r,:" ' r,.ei
GFNFRAL NOTFS
''— P ier Nose A r m o r
\ i :-.vri'!v- .»S
• . / i i f e ^ f sS r r ^ ^F?^^ ' ^ ^ ^ -: s -^ -,~ .'i':v----v^-> •^/^••"•: — •?--• • - y . M r - : -^ - . .... . _-.
-K/ i . ' IT^- j r . -
J<lS€Dr
Specifications: Design: AASHO Standard Specifications for Higfiway Bridges. 1969 Edition, with latest interim specifications. Construction:. State of Alaska Standard Specifications for Higfiway Construction, July, 1965, and tlie Special Provisions.
Live Load: HS20-44 -y'
tJnit Stresses: . :V Reinforced Concrete: Fc= 1,200psi, Fs= 20, OOOpsi, n=IO Structural Steel; Bending stress in extreme fiber. Type of Steel Allowable Stress
A-36 20,000 psi A-572 Grade 50 ' 27.000 psi
Concrete: All concrete shall be Class "A."
Reinforcing Steel: All reinforcing steel shall be intermediate grade.
Structural Steel: All structural steel shall be A-36 unless otherwise shown on the plans or noted n the spe:'f:cati6ns. All A 572 steel shall be Grade 50. Field connections shall be made with 7/8" i high strength bolts conforming to ASTM A-325, except as otherwise shown.
Piles: Type: 10 BP57 Design Load: Abutments: 35 Tons
Piers: 45 Tons j
DRAWING INDEX
TITLE General Layout S:te Plan Abutments Piers Slab Girders Bridge Railing Log of Test Borings
DWG. I\I0 2286 2287 2288 2289 2290 2291 2292 229.
The following standard drawings apply to this bridge: M-l R 5 R-6
WEST FORK TOLOVANA RIVER BRIDGE
Route No. S - 6 8 0
GENERAL LAYOUT
Sfafe oi Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
empsE NO. .32.5.
DWNG.NO. 2 2 8 6
o U a <j K
S-O6/S0(/6) t 970 i Z -26
lO'-C
T=7V^
— Oriqir-zi! qrOi/nd
, . j g ^ ^ -Jp sm--. - end.of south dike.
TYPICAL DIKE SECTION No Scale
fSTl iWATEO B R / ' O G f
OfSCR/PT/O/V .-.(.--••C ' <z-.' S'••.•.iZ^uic-> c i . i ; Of-./ro-ci.Zii!^ C/t2S-, z" /'.zc.,-i'ii..r. ;..:-- S'- ' /< i ' l '-r-: •."'/• r.T5 .-•/ . ' . K . l c i (Z
iCeii i/ 'c-cii. ' . S.'r- •
Qi// l iV7/r/E3
d// /T / . 5. c r c.y. Lb-
1 0 / / / INT/ fY 3UBS/fi\SdPER5\ TOfAL
- • — ••All/ki'i 6 0 - - B O 9^ -0 : 129-3 12233
I t 920 'sJP o e o 49/100 ^tnici' jralSt>iv/,rurnists-.z f.ii-/i 1'. a l - ::' zir.c Eic : : - .d !
P lo i - . - i rdcr Al /c i f i ' - j : - ^ Wioc- f i o i . q c h c a r r : A n . i i m
Struct i j rn l i lc- : 1 i : • 7, ."'.irnniiZ.-;.- o r : Orn-i-i-M r : , , . . ! - i 1---:'--- ! - ' j i l i n Q
,R, p Ro /^ - Class.. n:._
L b . y x n . L b .
L P L P c y
763 111,430 112.190 760 \i33.1:130 131.no 605 . — • 6 0 5
J5>P 399 If, 0 0 - 1600
y/•--,',- r---ry-r --V'err--ot'- inc/r.Zcr, o p p r c x i n , i'-.-ly6?.OIOWs .-1-36 and30,180lbs /I-S72 * y Wide f. ir-o'-. r-zom AUorn j re includes appro-.,n-,:ii(l-il7,8l0'bz /7-J6 ancllb^&Olbs. A-572
f/rainnyie 4reo : 2 9 0 Sg. M i Desipn E/ocd Ereg: . 30 years Ocs/on Discfiorjie: /0,000 cfs. Oesipn ///ot) IVo/er: [/. 423.0
\ Indicates f d o o t t o r on p i l i n g
WEST FORK TOLOVANA
ROUTE NO. S-680
SITE PLAN
Sfa4e of Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
Approved •&ji( F BlilPGC NO. 3 2 5
DWNG. NO. 2 2 8 7
I
d d 6 '
5 - 6 " G> r d ^ ' • ^ . ' ( T ^ ^
"t- 6.-; - > ^ E Poodm/oy^ f Girok-r 5'-6"
16'-4h"
-' • u r
. ' A
f^: ^ ' T X^TIET OAi^
: i _ <LBe-orinq5^ Piles X j . ' * ^ ' •
L - i X ^ N'; 2-A402 - m
*V-^ '•; V'Tv ecu:A lieoringfTyf^•
i ,?-J%i
''-fM/hor Boll
T ' - Z W
PLAN
yi^O'Z ••} I'-c Eiych face ^ Pd\/vy(§> -'year foce o f /Sc/c/zi^c///
El. 431.00
)ii''i''^f..i
o q o Q a
a Ki a \.i V
" \
i' in" l o ^ " • ' -
- ! J . _J..a
I I
— - - / 73%
y r ^ -1-^7%
1 ^ 5;
( I . "^' i ;
^ - 1 . 7 3 % ^ ^
c7. C z V "^ ^ / ' ^ ^ \ yiy-i<l''i-5".'}nchcrBolts '•-•'• , V ^ J ' ^ . 4 1 ^ . .Cnil'l Level \ { . iz.i:e n-ir^.229/j
• ^ * '. .' under Secjrinas \ 1 'o!
J-A
uLJ'<^\ - ^ t
/ __L^''..._..
der Beorinqs \ j 'oi - 1 . 7 3 % - — •X'*. '
L ^ " ^ T T " V
_li L j L : t^
Level
£ld24 yb P/ole Girder Alternate f t /ji.M'i.-'ii'iii'i.iriiiiii,!!.. .ll.'.
I !
' [_ 7- /)401 e^- spq^, between piles
A30/ - ^ -A -ic/Z
£)OW/IST/?EA /^ L t £
. : :PJI :£ ." TIP
~IErF/7i.U(TN'S:. .ABUT.T") T/TellTZlA^
388 .3 360.4^
37&,. 7
':55zr/r:
ELEVATION
37di.2 ~:36.&~5:.
377.4-' :32Z>.:3:
UPSTREAn Rt t
37i>-5 390r&
fL/L/AT/d/J TOP o r CO/ i rF fTc^ s-e/fsz
/S Gdr. A/T
W^/i//r, .i/f.
A 426. 96 J
y4J'7.S\£' =
P 1 r. 42C.3f
'fS'7. J\S
'?26.7/
. ' f27 . f )y
M4RH A<Oi A 402 A403 A404 A<05
A50I A 502
A80I
81 > Tl
ALASKA S
REINFORCING STEEL - ^ SI2E
• 4
4 4 4
L< '
S S
e
A/o. 2 8 4
10 90 14
14 10
to
L ENOrp 10'-0"
10 ' -e" 28'-0 •'
s'-e" lO ' -O^
10'- 0" 4 ' - l
3 3 ' - 0 "
TYPE Bent Bent
Bent
I'HQJLCl DL6ir;!4*TlPh
- 0 6 8 0 ( / 6 )
»L*h
/970 / 3
ONE ABUTMENT B£/\j-OIM(} Ol.4GR^A/IS
lor 6 '
p-.f>-
6"
26
r
> - ' ^ ^
3'- 1"
A'401 'A402
7 - / "
« r . . 1
' 1 i v u
A50I-
:z. A404- -A'^OS
T -1 • «
A405-^ -
-S TYPICAL SECTION
OF BACKW/ILL ^ WINGWALL_ No Scale
S ' - O '
iizir^^Pih
fb/ C-Aporimor) 'zz--.'it dc/oi/i y.:c Ou/y.//c. £290
A d 01
^ This porf/on o f Soc/Eura//3''>a// Oe • - I . p/GCec7 c/ffer c/ec7 /'s f in i3r icc7.
./J^Ji-
SECTION "A-A"
WEST FORK TOLOVANA
ROUTE NO. S-680
ABUTMENTS
State of Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
Appro i
BR IDGE NO . _ 3 2 5 _,
DWNG. NO. 2 2 8 8
2 8 ' - 0 " f i ' ooc /wo i /
f o r r a i / i n g de/oi /s see Drawing Ao. 2 2 7 i
1-1
2 ' -0"
l 4 ' - 0 ' / 4 ' - 0 " 1 -,
(': Roadway -
Shear Connectors, 3 e>or/i Goi). See D e t a i t on Drotving No. 2 2 9 1
C J
- 3 - 3 5 0 1 ^ 8 " b e trvecn g i rders ^ ' |
5502-
- / % r ^ - • ; • ; = • _ • . . • . : . • ; " • „• " • . •
- ' V . • - . ^ . r - z ' - r - i - y ^ ' ^ - • / - ' - - / -•- ••• ?•
I ^ i / . ^ 5 , ^\540l<§'l-(> as shown- /
. . - - • _ - L ^ _ - - • • • ^ - • - . • • - * . " * . . | - ; : . - « - . , ' . - • • ' " • . • ' • • ' ' - . ^ • ~ r . , • . 1 .
^2 ' - 0 " along sket
"- ds tmeen „ ' g i rde rs
6 ' - 3 ' ^
S^cpc- parcp / ie / • ;. V IZ I y !•
tc- A c a o u - c i y — ' , I
6 ' - J "
iMEAR SUPPORT
2 9 ^ Q
TYPICAL SECTION
NEAR THIRDPOINT
If
Toce o f Oac/K/a/ l Ol g P i ' e r .
\ :1-- : .50/ (Top )
' ^ 3 ' / - z 5 0 5 / / 5 o / / }
PttOJLCl iJfS ;.r.*i io»J
S - 0 6 8 0 (16) / 3 7 0 / 5
4 ' ? t - y / S " 5/ :-on 2
[ _ _ y 0 4 - 5 5 p 2 ( P y ^ C T o p ) I l 0 4 - 5 S d 3 € S f j ( B c t t ' )
TYPICAL LAYOUT OF TRANSVERSE REINFORCING STEEL IN SLAB .
f /Vo Sca/e)
L-ULL»»t- -
K-E"
-•t-.- 0':/--.- i l .-," ,
'3-560I
•S^O/ • - t S 0 4
t r - ^ : ^ - ^ - ^ y . ' s so/
f l - . .
' ivf-
'Z7 c 50f
V ' ^ ' / S'iOZ 'Spoce he/yveer
Se/t* een /)irctei b
i 1 :i /'...- hrogr ,
.'A -
I ( 5 "
.'///TJi/dr to 7 i lc /a / / '4 5 - 5 6 0 I
f P r e f o r m e d , / Expans ion Joint 7
^ ^ i A l ' ' y'!'-.'/>^r.^--nziOi \ J^ - -S i02he /n feng i rc t f r s -
S/l,OZ
/ 5 E 3 3 . 9
I . ' ' - C " ,
iSrq. ' H tz>ry
LONGITUDIN.AL SECTION' OV
' Oi/7}ei is tan is p<°rpc/^c//cu/c7i''
Se( t ionb are- paro//e/ To ^ Road'^Oy.
4iy:-
LONGITUDINAL SECTi:.\N
.AT ABUTMENT
1^ - U I. i
S 3 0 1
-5 5 0 5
SLAB REINFORCING STEEL \ M o r k \ S I 2 E
i i ) ' . S 4 0 l \ -I \Zi40'c'> A [S403 ' \ 4
( n i S 5 0 I ' . 'J \ 5 ' 5 0 2 ^ t j
'5501 • S 5 0 4 \ 5_ ',5505": 5 '
IC2 /02
-.soon ' S 6 0 2 >/ r03
NO L E N O T H \ T Y P E \
& 4
32
108
312 ^ilZ
/ 6
4 0
/i7'-0" , BENDI.NG__ D/AiCpA/yiS
5 - 1 - \Ben t \ r _0^-7'; y B e n j ' l 7 ^ '
/ C ' 7 ' - -Z. 3 ' - 0 '
C u /
, „ , - ~ 1 6 1 2 T - I C " ' . 10"
3 0 ' ^ ^ O ^ ^ i n t ^ ^ "^^..P- -
• v - l \ J .
Sd'-o 2 B ' - 6 so'^(T_ 2 8 ' - 8 "
33'-/" < & ' - / / ' •
S e n t I in
..9-J
5 4 0 2
^f
10" 27'- /O" 3 ' - C "
-HI ' - Ca t ~ ^ l -<il'. y c M / ^ 1 ^
2 S ' - 9 " 7E'-
.•S.5(>'
2 8 ' - b '
/ O " \ j ' - g j -r
S40o
'< SLSOg
i \cteZ Cl) inc/udes o//o\ivon^e tor a n e spiice .
i £ F i t
^ — E d g e r r in i : ih
- — J o i n t Sealer
— B o n d Breo / ie r
=~- / " P r e f o r m e d E f p . Jo'ir.T
DETAIL 'A' ( N o Sco/c)
WEST FORK T O L O V A N A
ROUTE NO. S - 6 8 0
SLAB
Sfafe of Alalia
DEPARTMENT OF HIGHWAYS Juneau, Alaska
P"» i//d7o '-U 3 2 5
DWNS. NO. 2 2 9 0
f P ie r 2 t l I
-r-6"
• i i -
2 2 ' - 0 "
6 5 ' - o i Br/7.
i-.jJLc: i-l.aiGNAT:
ALASKA I S - 0 6 e 0 ( / 6 ) \ / 9 7 0 /6 7.6
^.Roadway /^ I
"*; . - ^
1 1 . ,• <' -^
. ^ i ^
B e o r i n P u l l p e n e t r a t i o n /S.5 ' / i i h u t t w e / d - ( S k e w e d )
r x j S r i f f e r . e i j j^-> y^' .—-- --JL^
J-4 Girder
^ n L L u ^ 5 / i e a r C o n i i e c t o r s K ....
^ g i - i ( s e e D e / a i / / y 4 L V ^ ^
S ^ e o r Co f i f i ec - ^c r ^ I 1 I
k ^ C i r c J ^ r
£//'op/>/"aqfr7 Cof)f>.
^ r l ' 1 : ^ ; ' ' " " ^ J d " 5 ' ' ^ ^ ^ V ^ ' D i a p / i r a g n - i Cc .n . ( S k e w e d ) - \ ( T y p i c o / ) ^;5^.v4" '
7 - , ^ ^ / / i t , o o ^ e / o ^ ^
C l i p ^ r i ' ' 4 5 °
( 7 y y ? i c o l )
T i / j h t / i f no w e i d
SP/£/ } /? CO/^NECTOR ^
A t B e o r i n o s A t I n t e r i o r D / ' o p / i r a ^ m s R o l e G i r d e r A l t e r n a t e
A t B e a r i n g s i / n t e r i o r D / a / j h r a g m s / i f G i r d e r A H e r n a t e
FP/IMINO PLAN
Clip r i o n q e o f C t i o n n e l ^ ° S c a l e
t c d e a r G i r d e t
W e b . .
TYPICAL GIRDER SECTIONS ' Vr / I \ Z -I ' ...
lu.^miil 1 \ - .^ .=^- -. 1
b o a 3 ±
10- i " . 3 2 s p a c e s @ _ 2 } 0 " = c < • O "
Tc i , r i r i i : r ; ( j ( i ^ . I C " ^ i ' ^ " - - " , 'v-VCL i i . ••_ • / £ '
/ O r p S h e a i C o n n e c f o r S p a c i n g
.-; ^ { ^
i ' : ^ : iCHi h IOfi<^C /V
( f - 5 7 2 ) J _f --C6V
6 5 ' - 9 " Out ic O u t £ B r g - ^
S e e D i s t a l I A y f o r P c d i t i o m l E x p . B r g . D e t a i l s
i/m,
! + QIRDER ELE V/l TION
^ H o l e - ( i l l d e r . i - l t i e r n r i i e s l ' i O i u n . W ~ A l t e r n o t e i
/ ^ h s / e e i 1% . - ^ 3 6 u n l e s s o t h e r / • / i s . t i . 1 : . ' .
W i d e F l a n g e A l t e r n a t e - 3 5 ] A P / / - 5 , A C 7 2 s / ^ e / .
I
/- //-,. N O T E Z E / 1 - ; - r : z r z ^ i r c e r s n o . v n . J n l c r i c r
' i n z f z -r.-zyl,'/:z]: r. -. '-001:1-oq/i-.
C r i / - ' - ' • - r p t O T F -^r: t z ' t i \ i ' - - - z
Clifz c o r n e r a I /lOurmcnT only
/'. 'I in-lez in oil plates arid pads e/fcept - '] 2 " i h ' ' 3 " s l o t s i n . s o l e 1 ^ . , b e a r i n g E'. a n d
T F E b c u r i n i r i p a d c i f e i p o n ^ i o n / r e a r i n g .
• P i n t e r t i i p h t e n N u t s
t h e n b o c k o f f '/z I n r n .
TacK w t z / d .
' i y f O -76
1/4 ( ? - < / - : ) " , . ; • / ; , / . ' / - / . - • ; , / ; ; ; i'.../7: z . j n n d n r d
P e \ /'c-zi-zl ni . - . i l\--.itz ziiizz ^-. 'c >-.''Z?.<:/ier3- -
BEARING DE TAIL S
•m I P .
I I •T-~'l
^ B r F O L I Z I I Spoce i , -- t>5- o " ^ - - 2 B r o
C E A D L O / y j i z - F L L C T / / : w l - I A Q P - ^ M r O R DECK S L / : C :
Nz. i - z o f e
Pec.'-. z.cr- c F i , s / z j ! CT . i e t a b o v e f i i e c r e r t c o . i j r a d e t c c c i i > / - e i i S o / z f o r d e i l e a i c n s S r i a M i
' c r : - r i i ; r s . s z n e r '.n.vn r r c s ^ s h o u v r :
y ' 1 .16 - 'ZZC- l iZ X - ^ w . ' ^ e r e X i S i n i e e ' .
y i s i n i i i c n c z z
S i ^ o i - - z a r n b e r f o r r c r o / o ' e o d l o a d d e f l e c t i c n
s l - .Q/ l b e / 2 <?/ ^ s p a n f p a r o t o / i c ) -
N o t e : I f . ) " t h i e f b e o r i n g /E . u - i / h V - • '
p r e f o r m e d b e o r i n q p a d o n o / / f i x e d
b e a r i n g s , / " t / i i c f i 'Fc c o a t e d b e o r l m / I t
( I I I t h o n e 4 s / o i n / c s i s i e e I s / > e e t o n d 4 p i t
f o r m e d b e a r i n g , o o c / o n o i l e - n p o n ^ i o n
b e a r i n g s , ' . -bee O e t o i l f i " )
— : . 1 - — % " ' ^ / = > / r > / / e P ' r e s s f i t i n b o t t o r r ? y o / a t e .
R/NTLE DETAIL NO S C A L E
. f / o / e : P i n t / C i . - f c : - . ' / a f / . -Zunsian ocsri. i jps on /y
E S ? * ! ^ ^
^A5;!®ffi|Tis;ED:'
Sole IE. _ F F E - c c a i e d o e o n n ^ f t .
3Z T F E C o o f / n p
/ ' • ^ S/oiniei:! Steel Siicet I — F r e f o i m e d S e l l i n g Fod
DETAIL A r/O S C A L E
WEST FORK TOLOVANA RIVER BRIDGE
Route No. S -680
GIRDERS
Sfafe of Alal ia
DEPARTMENT OF HIGHWAYS Juneau, Alaska
i! ^ 4t/i BRIDGE NO. 3 2 5 _
DWNG. NO. 2 2 9 1
K - E - " ; - " : V
^^'v-^5:)7- ^\- '^ . ' - 'y^ -C:" .n! <^ t -: 7' - ' . - • ' y i -
2 - 6" . V . \ Structura l Steel Tubes -
<' Or ino Tlusn t o p a - " - • " . . : „?
J W - b o t t o m Of t u b * . • " . " , ' ' / f •
6• x 6 V « ^ ^ Plot. i^^ <
J V '^ - .^<£?'ijl-*ij;i;>.t£rjlrr. -nr',.-
- < T y p .
4 - ' ^ " X I'/g" ver t ica l
( I o t t in p o s t .
i i t "
<- J - - r J - - - U - • • J . H . _ • -
' " ^
^ ' e Bent Plate Sleeve Sliding Fit,
i:./t;:.; •
WOJCCl UUtuN^T iON I I
s-oeao (/6) /970\ / 7 2 6
4 - ' / g * d i o . X 2 * H*x H*od
Cop Scr*wx «•/ VKoxtitr*.
I ' /4 " dia. - 2 Holes
3'/2
Vg" d ie . - 2 Holes
9 '/2" X 7" « ^4" Plote-
3 > -?22jf^\m
r fe - -^ :
^^. -4-;
Dri l l and Top P l a t e s and Tubes
for ^ / o ' Cop Sc rews .
S E C T I O N B ~ B
iKiiiH]
Beairj Br idge
t : Poodmot
- 7b Livcncjood
2 0 s p a c e s & 3 - 0 ' - / 8 0 ' 0 ,/5'-€\
* ^ " " " " "
S i O / T j i p . )
pp i " " " " " • " . / " " " " " " " " .
'2-2^.^
Pier-2
- f
U 'IJ • ' U - ' ' ^ ~ — ^ ' o ' U l ' ' U ' U U O — j'^u u u
E n d B r i d g e
To E u r e i c a -
XVA
E X P A N S I O N J O I N T I^AILING LAYOUT ^z:£i.
^-^zX. : \
STEEL RAIL AND POST
LENGTH OF RAIL ING FOR PAYMENT
O O (3 O O
I - <= - "O .? ^ > ^ ^ * * P * o
o u o u ,1
/ - 9 Ti6*t io les in roi l post j ; for bridge number
Plate. -
4 ' ^
-f 4 - ^ e ' H - S Bo l t sx w/Hc« N u t t a W a s h e r s .
tM
t • 1 5 ; — < J y p .
G
6 " R - ^ ,
RAILING END CLOSURE
4 - % H.S. Bo l t * w /Hex Nuts a Wost ters. Approact) Guard R a i l - ^
(See Rood Plons) / - •
_1^__ C O - . >- 1
' — 8 -
1
10 Go. End St)oe
Guord Roi l Bracket
8 - ^ 1 ^ Roil Plate Bo l t s .
• » <
- ^
' •^/ j^dio. holes - : \ - i 2 . 4 16
E L E V A T I O N
S L / A . ^ J l -
END VIEW
-TT ; • r
" i 1
21
*
• . » •
,
—
3" 3"
L . t . -J 1* •:• i
• -
10" 1 d _
2 - I ' A32S Bolts X 4 ' long with nu ts a washers . Tack weld head t o pli
- 3 - I d io . Rods. Length determined by wingwol l th ickness. Full penetrat ion. '
w»ld or - I 1 " . - ^
I , " ' ^ A 3 6 Plate / ^ ••
2 - % * , d io . X S 'Mochme Bolts w / s t d . he> head nut a wosher. Tack weld . -
WINGWALL ANCHOR P L A T E ONLY
•yyfvv 2 - i ' l , ^ d io. h o l e s
A ^
LiJ„.I
I ^ ' A 7 6 Piole
2 - ' ! f ^ i o . h o l e s
Face of bockwoll
( I )
(2)
(3)
(4)
(6)
(6)
N O T E S
Al l r o i l i n g , p o s t s , anchor ossembl ies and o ther s tee l
components sha l l be g a l v a n i z e d a f t e r f a b r i c a t i o n . Go l von i i ed s t e e l sh ims s h o l l be f u rn i shed by t h e c o n t r a c t o r a s r e q u i r e d .
L o c o t r b r idgr number p l o t e on r igh t side of roadway
at each end of bridge os s h o w n .
Bridge number p la te to be furn ished by the s t a t e .
A l l Machine bol ts ond cop screws shal l hove locking nuts or
lock washers .
Raiting expansion joints must be provided in panels over the
deck expansion joints ond at 3 0 ' - 0 maximum intervols
throughout the bridge.
Guard roil shall be mounterl on type I t post in the upper hole with on overall height equal to type I mounting. (See Stonda-d Drowing M- I )
TN I- ' T 4 . ^ s ^ —1—CD -1
- ^ 2 - 6 -
2 - 4-
:St o
w - ^ - ^ • • « -
r-1'2" Plote
\ r - L 3"« 3 " X 'y^"
3 -16-
I * dio. Concrete Anchor Studs l o n g . Full p e n e t r o t i o n butt weld.
4'/2r[Jib';
— ^ \ - ^ 1'-'-7 ^
\M"
E N D SHOE
END P O S T APPROACH
GUARD RAIL B R A C K E T
2 - 1 " A 3 2 5 Bol ts x 4 " l o n g , w i t h one
n u t a n d one washer each.
Tack we ld head to p la te .
^;//-''ia l ' . < I d i a . - 2 ho les
Z ' \ i '
^ \
, 8" ,
i V A36 Plote
' i jg" d i a . - 2 ho les
2 - / g * X 9 Machine Bo l t wi th s t d . hex h e o d ,
nu t and washe r . T a c k weld to p l a t e leoving
2 '.^ * e x p o s e d .
ANCHOR PLATE D E T A I L S
WEST FORK TOLOVANA RIVER BRIDGE
Route No. S-680
BRIDGE RAILING N o S c a / e
State of Alaska
DEPARTMENT OF HIGHWAYS Junaau, Alatla
BRTCE N0._ 3 2 5 .
pWNG^Na_2292
- ,n i l
A lA tKA
>*OiE/-' Dl',iu--^TOr-
S-0680(16)
v l * ; '
1970
• • , . ( , '
IS
s- i , ' ..
2 '_.
_ A 4 0
- A Z O
_-*to
.^AOO
. 3 9 0
.3ao
_ J 6 0
- 3 5 0 Q o r i c c
*
3 0 2
-JLIVCMGOOD BOR.
i BoR. P -3
" ^
St Rowv 7=^ -f-3 0 4
— I —
BoBiuo I f t-A 3 0 2 - t 2 9 , o w £
„ . 20 FIB 70
z i z o n o x . -ttia,
^^
jA- t -a
F I L L ,
GRAV£LLV SAMD
FIRM TO DLUSC
S»UD f £«AV£L
" ' S I L T t Occ
B O U L D E R S
-15 5-
BoRius 2 303»10, tfJLT t tf FEB 70
±t]A-1-a
MJA-f-a
^ ^
" 8 2 1
^4 (0J I m v LoosL SAUDV SILT
2-f' " /OHCAUICS f TRUCI
GRAVEL
OftJSE TO
V/CRV D t u s c
SXUOV C^RXVCL
" y s i L T
^jl.T] • l i iOO/5-
ua / i r
Occ BOULDERS
TO 2 0 '
DEMSE TO
VERV OEUSE
SAUDV GRAVEL
" / S J L T
. / • /
BoR. -4
30S
—i £ U R I X A
<f
/ /
MATERIAL S y M B O L S
} ^ C J Organick. Organic Sil t
Cobblcft ond Bou(d*r»
Sandy G r a v t l
d a
Grovc l l f Sand
Gi'civcl
Sand
Clorcy Sil t
Sandy Si l l
Gravr l l y S i l l
S i l l y Clay
Silly Sand
Silly Growel
53 Sll.
•
4 4 0 _
iso:
BORIUC 4 304<39 , OU i n FEB TO
BORIMS P - 3
3 0 3 » C 5 , ( 7 L T t. AB FEB 70
FILL; GRAVELLV S A U D
10-LOOSE SAUDV SILT,
^ j , "/TRACE OSaAWICS
. iRM CRAVELLV SAUD
DEUSE TO VERV DEUSE
SAUDV G R A V E L
" / S I L T
4Z0_
• • t o .
4 0 0 _
3 9 0
BORING SYMBOLS ROTARY BORING
. ^ P l a n .
0 F I . i h p«nclrom«l«T E l l . .
479 '
Baring No. Locolion Dale
© Bul l no i r pcnctrametvr
I I ' l. I Rolarir boring
I j l ^ Auger boring
dcplh
3 Groptiic dcKr jp l ion •
el moter io l
Froacn
Ground walcr t u r l o c e ^
^ Diornond core boring
—(r- Probe
Coniol idol ion l*»l
Dirvcl thear *••! "
I r i o t i o l CO«npr«tlion le»l 'v,
Vfon* iKeor l « l
I 3 I R-Split ipoon Mimpler, 2 . 5 - Q D I 2 J O * I . D .
ST-Shelby lube Kimpler. ptiihed.
^ ^—Blow counl/lt, uting i r t iandord tompi r r
5 6 ] A - 4 ( 8 ) 2 0 * O D « J 4 , ' I D ; I 4 0 " nammer 30'4ree(ol l .
GradolionDJ molerial
change
' • • • ' - ] 0.:\ \ S i m l o c h o n g i
, C - ^ { J n l e r v o l w m p f ^ d *V i n t e r v a l T ) f — P f ^ " r e c o v e r e d b l a c k e n e d i n
/—>, U n c o n f i n e d c o n ^ p r e i i i o n
( y V 1 .1.
PCNETBOMEIER TtST
Number Loco l ion
t l»* Dale ^-.^ •»79 - i r - r r i 1 (2J)
R t l A I I V E DENSITY AND
CONSISTENCY CLASSIFICATION
According lo Standard Per>elralion Te»l
depthj
5
GRANULAR
B l o w . / l l
^ ^ roph ic representation oi driving rale
0 • 4
S - 10
H - 20
—1 1 1 21 30 100 200
fVnelromeler 31 - 50
O.er 50 _ Hammer, 30 dinp
Rel. Denii ly
iwry looi
looic
l i nn
»ery l i r n
denic
*ery denie
B l o w i / l t
0 1
2 4
5 e
9 15
15 30
0 .« r 30
Coninlency
•ery »otl
l o f l
l i r m
H i l l
very i l i l l
hard
T
4 0 0 500 £00 JOO S L O W S / F O O T
2 . 5 ' P E U C T R O M E T E R DRIVEU " / J ^ Z * HAI4MER, 30"FREE FALL
3 7 0 _
M
3 5 0 _
LOG OF TEST BORINGS West Fork Tolokana River
Sto le o l A l o s k o
DEPARTMENT OF HIGHWAYS J u n e o u . A l a s k a
Dole 3 / 3 / 7 0
Approvci l U H u f A r ^
r idqr no. 325
2293
4 0 0 ' 7 . C
doo'y.c.
B r i d g e Grade
^ O . 0 O %
PMi;*-n t'tSHinATlON
3 - 0 6 S 0 ( / B ) / 9 7 0 19 Z/ci
B.B.-2_
2-0"
249 ' -o ' ' ^ " o t / t to o u t B o c k v / o / / s a / o n g t R o a d w a y
a / ' -< i>^ /d ' _. S Z ' - 0 % " ai'-di^/t:'
4Brg. Abut 4 - i ,
^ E B .
^ 2 ' - 0 " D imens ions along 4. Road i i /ay
D a t u m E l . 5 4 0 . 0 — j
-- G r o u n d L i n e <p 2 Rdwy.
C o n c r e t e Deck -
Compos i t e Welded S t e e l O / r d e r s
Concrete Cop
C o n c r e t e S h a f t
3 5 ' - O ' o a t t o o u t S l a b
3 4 - O " / ^ o a d w o y
/ / f ? o o d t v a y
B r i d g e Grade
TYPICAL SECTION
P i e r Nose A rmor
%
Pi le Tip Elevations Locolion A b u t 1 P ie r 2 P i e r 3 Abut. 4
Desirable\Es t i mated 5 2 0 S 2 0 5 2 0 S 2 0
503 515 515 5 i e
//. t 3'oo.4 $az.o t 90 i .S 3 / 3 . a
1 idnrur/^ 77ii> Si-tviTinus
^ / y / . 1 f d 2 . £ , i E o O ' i 30Z. 5 5^/1. i , 3o3 .Z . \ 3 0 4 . ^ 50S.Z
i 493. / ': d l i . O i 49(,.. Z 303 . ^ . 5 / 4 . 1 , 3 / ^ . 1 \ 513. 3 . 3 0 t . 1 :
E L E V A T I O N
feet
iC/. £
3 0 4 . 3 4 9 7 . O
P i / e s s h e / / b e d r i v e n p r o o f i c a i r e f u s o / .
lo
To F a i r b a n k s
1 9 0
791
I ' yyOTE. f o r d'//: e. Iicr/T) d / i c / ' / a / : ci 'c/s-i iy rice Oa/y.^o..^jzo:;
*—-i-'-^f.- RLAN ID O i O 40
f f f e i
Curve Data 7-
GFKirRAL NOTES Specifications:
Design; AASHO Standard Specifications (oi Higfiway Bridges, 1969 Edition, witti latest interim specificatJons. Construction: Stateof Alaska Standard Specifications (or Higfiway Construdion, July, 1965, and the Spe:'al Provisions.
Live Load: HS20-44 ^
Unit Stresses: Reinforced Concrete: Fc-1,200 psi, fs- 20,000 psi, n -10 Structural Steel.- Bending stress in extreme fiber. Type of Steel Allowable Stress
A-36 20,000 psi A-572 Grade 50 27,000 psi
Concrete: All concrete sfiall be Class "A."
Reinforcing Steel: All reinforcing steel shad beintertnediategrade.
Structural steel: AH struJural steel stiall be A-36 unless ottierwise shown on ttie plans or noted in ttie specifications. All A-572 steel sfiall bi; Grade 50. Field Lonnevtions shall be made with 7/8" d high strength bolts conforming to ASTM A-325, except a; otherwise shown.
Piles: Type; 10 BP57 •- _ Design Load: Abutments: 45 Tons
, i <•-" Piers: 60 Tons .
DRAWING INDEX
TITLE General Layout Site Plan Abutments Piers Slab Girders Bridge Railing Log of Test Borings
DWG. NO 2294 2295 2296 2297 2298 2299 230(1 2301
4 = 6 7 " 0 7 ' D ' d ' R
T = 9 5 0 . 1 8 ' L = 1 6 7 7 . 9 2 ' R = 1 4 3 2 . 3 9 ' S ^ 0 . O 4 f t p e r f t
The following standard drawings apply to this bridge: M-l R-5 R-6
K-E-
CHATANIKA RIVER BRIDGE
Route N o . S - 6 8 0
GENERAL LAYOUT
Sfafs of Alalia
DEPARTMENT OF HIGHWAYS
- " % . Appro*«dC
Juneau, Alaska
8 3 6
OWNS. NO. 2 2 9 4
•Bj^jaA-
^ ^ ^
e B r g . / f Abut 4 Sta. 792 * 98'bO
( Fcid/ 'c?/)
f / o t e : M • I nd i ca tes l : 4 B a t t e r
N o t e : See Poad.P/ans f o r Riprap c. u a n t i t l e s
E S T I M A T E OF QUANTITIES I t e m
P e m a v a l a f S t r u c t u r e s ond Obstructions C lass J E x c a v a t i o n f o r S t r u c t u r e s C l a s s A C o n c r e t e / R e i n f o r c i n g S t e e l S t r u c t u r a l S t e e l - F u r n i s h e d , , F a b r i c a t e d d E r e c t e d S t r u c t u r a l S t e e l P i l e s -
F u r n i s h e d 4 D r i v e n t i i l e t a l B r i d g e R o i l i n g
U n i t
L.S. C.y. c .y . L b .
L b .
L.F.
L.F.
Subsfr
5 0 /2S.2 2q30C
/060
6 6 1
—
Super
205.6 56,6O0
/oy.'/eo
-
4 9 /
T o t a l
-A//Eegiy SO
•30 . & 26.90O
/93 .3 '70
8 6 / d 9 7
* Includes ApproxJ22; FJO'Lbs. A3i> a n d 70,3//} Lbs. A572
Contours as o t November, 1961 CHATANIKA RIVER BRIDGE
Route No. S-680
SITE PLAN
Stats of Alaika
DEPARTMENT OF HIGHWAYS Juneau, Alaska
'W:^£Mz£f BRIDSE NO. 8 3 6
DWNS. NO. 2 2 9 5
r •
45-O
Q - t Roodwag
^ 1 • \
5- '0
n " ] • • ' -
F - i ' 1 1
J J r i G / r d e r C ^ p
1 !/-'(.
\ " r . _ . - • •
-1
J - 7- 3
' 3s-:£i _
(Typ)
, ^ - r i s a - f
"
-
-
-—\
-
-
EocJ l / C a r i n a .
• ' ^h i , ^ " / /ypF
\
'
^ iS-ESeor/n^
.GLA^L.
A d / r / m e n t A / o . / s h o u r n . G / r e f e r s cyric/ A n c h o r / S b / f s f o r A d c / t m e / ? 7 f / c : •f o r e o p p c . s / / e T i o n d .
II o i l U I—
-P ,.£• leqodu/oy ( F ' A t d i . S r ^ S . C
A302 & / 2 " eoc/, f b c e
3-i4 5 0 3 E E
ITATT
AUSKA
WWJICT DtlrfOflATjOH
S - 0 6 3 0 ( / 3 )
V I M
/3TO
•HUT taO.
2 /
M c r r t
2 6
F f777F0RC/A / (7 5 TfFL
MARK AtOI
A 501 \ A 5 0 t AS03 A504
dBO/
S i z e -
1
5 • 5
3 5
8
.
NO 3 t
/O
Ql l2 / o
.
/ 2
LEz/von-/ /O-d
^ •fd-a7 6 -6
B : 0 4 ' 2
34-b
r Y P £ Bent
•
— .
Sen t
^ / ftBUTMFATT
3EA/D/A7G D t A ( ? P / M S
^ ^
—
3 2
1 4
- t -3 y?4/0/ 1 3^2 ,
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1 - f f l f f / i i s t i o r / 5 •sp/i'ccc/.- SyO/ices s / / a / / / ? a / Tuf /zr/o'iy'e
/ t ' l d i / ' r : / O f e e / o f 7//e e r i o ' . i f /T/i'/z'y/i.iyn//.
/ o r :^.ryx7/?s/iy? y a r n / d c / f f / / s 3 f e f>uy./7o.2298^ I
•A502
This fior/ion o f \ \Oac//w//s/>d/^ep/aced
cf/er deck is finished.
A 5 0 /
5( fCT/07[/ A-A I I . (il O I
i « r : ^ t
/7fy/!/'/0// - f/PfOf COFCidr7E&3F/IE/f/65
f/EVAr/OA/ P
B C D £ F
&
ABUT. NO. / 5z'r. /O 3 5 7 . 3 9 13 7.66 357 . 97
336. 2Z6 3 t y . 73 3-3i>.i3 '
ABUT. I/O 4 3C3'.3I 3 6 3 . 2 2
. .3£2.zi .3_. U 2 . ( : ^ 5 6 2 . 3 3 561 . 3r, 3SQ. 9 e
• tPi ie-
A b u / m e n / //o- / s h o a i n . S iype/e/ena/ ion f o r / I i i i z / / r77en / ^ 7s c y y ^ o s i f e : 7?a/7,J.
1-9
E/FL7AT/01/
v^^^^r.^z.
RA/C/tO/e / 3 0 f r D/FFA//
NO SCALE
CHATANIKA RIVER BRIDGE
ROUTE NO. S - 6 8 0
ABUTMENTS
State of Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
0 8 3 6
DWNS. NO. 2 2 9 6
n tn j r cn DttiioNATioN
AUSKA S - 0 6 B 0 ( / S ) / 9 7 0 I Z
•J -o ^ - o i
.l-sE-:i 5 i 6 i i
^ ,
'~- P S O / t y p . n.-lc'r^ eo . b e a r i n g
'ie'/fi^p.) - 7 — d G i r d e r
P L . P A 7
l! 0 ' 2 3 ^ 5 6
/ 8 - P 4 - O I /? / e "
J L , peo i to-t-c/ /o
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, . - / . ISc ' ^y . S> i P i e r
-i i-
" 1 t T T t -• t - .o%
( A ) F in i ^ 1 / und i :
:sfi / e v e / d e r b e a r i n g s
• i 1 •
. -= '702 e P.
. •=4oe - f i e s p / a c e a s s / i o u r n
B / P .
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I ' I I I ;
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CHATANIKA RIVER BRIDGE
ROUTE NO. S - 6 8 0
PIERS
State of Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
BUDGE NO. 8 3 6
DWNG. NO. 2 2 9 7 ^
3 4 . '-J) IFoadi/vau
•Ziricai Conn., 5ra. / a y <?.? 75/; of 5/ab to "Top. of f/6 <^ <P Bcori'ni^
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CHATANIKA RIVER BRIDGE
ROUTE NO.S-680
SLA B
State o l Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
8 3 6 DWNG. NO. 2 2 9 8
K-E-
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f o r m e d bearing p o d on o i l expansion bear ings. (See De ta i l B " )
IVi
BFAPIA/G DFTAIL5
Df. FAD C-ff/FCT/nA/ /yfl(;^FAA1 f O F D F C F 5 F ^ B
d o 5 c o / e D e c / z,crc(o'. ' . s n c . / O e s e t o O o u c T / i e o r e f i c o / g r o c / e t c c c m p c i i s o / c f e r d e f / e c f i o n s , / iou/r) . For p o i n / s o/Zicr tiicin f / i o s e s - f o i i i n . y ' / 6 6 -O.OC/O/X'^ i^ ' / ;sre
y i s i n .•'ncAc-^, F / jz i o f e e / .
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/i l / / F^ne t ro / io /7 3 u t t f ( / e / d
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3 / / F / I F COA/A/FCTOR
No S c a l e
So le f t . TFE Coated Bearing /h.
yzzF •I'siTFE Ceding
^F ie fo rmed ^ / - 'ijSio'inkit B e o r i n g F b d y J f e e l -.'ties t
/ D E T A I L B " MO S C A L E
AI J. • o - 41 - J - ^ \^"d>Plntle N o t e . P i n t l e s r e q u i r e d o n . .- ."T^, ,., .i
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n o S C A L E
CHATANIKA RIVER BRIDGE
ROUTE NO. S - 6 8 0
GIRDERS
State of Alaska
DEPARTMENT OF HIGHWAYS Juneau, Alaska
BRIDGE NO. a 3 . 6 _ _
DWNG. NO. ? P Q Q
K-r-
• • • • 5 S O O Q o Q D O O O
'4 » ^ 6 p>"»«
II l ' /2" ver t ico l
s lots in p o t t
.. .Gr ind t l u s h - t o p S ' ; )
b o t t o m of t u b e
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i- . ' - -tr T.- -d)/-'»-"•-'-J-V^—- —r '• 'a..r.'-"'~"'..'' . . y^:iz''-''F.'-
Dr i l l and Top P l o t e * and Tubes
for V o " Cap S c r e w s .
SECTION B - B
"liOJCCI O-M^tATlOK
• AiAsnA j S - 0 6 8 0 (IS)
F . y •--'"-• -F
9 s o g c e s e j y B ^ M s : ^ /-/Pin
4 - % ' d i a . II 2 * Haa Htod
Cop Screw* w / VITostwrs. .• Bsi -To F a i r b a n k s '
9 srpoces €> 9 ^ 0 - S / ~ 0
i l P ier Z
r- € edivu.
e9£^z.^/i2- 9 spaces € > S ~ 9 - 7iff-(9 -^-^PR^^^~^^.9£0_=jS/.:.^
E X P A N S I O N J O I N T B A I L I N G L A Y O U T
STEEL RAIL AND POST
LENGTH OF RAILING FOR PAYMENT
TJG* holes in ro i l post ^ for bridge number / S \
p lo le - ^ r '
J±d_^
^ K" " ""-
c: (See h o o d Plans)
R A I L I N G E N D C L O S U R E
4-718 'H .S . Bol t* w/He« Nut* B Wosher* .
Approach Guard Roil-—> /
4 ' * l i . "
^ 4 - T g ' H ' S . B o l t s ^ w/Hex Nuts a \ Washers .
^• ! . r i - .T - -T-^ X t o - • I
10 Go. E n d - S h o t
Guard Ra i l B r a d
8 - ^ 1 ^ Roil Plate Bo l ts n Guard Ra i l Bracket
8 - V Roil
: #
] J.
^
3" 3"
2 - ; ' A 3 2 5 Bo)>s < 4 " lone with n u t s -a washers . Tack weld heod to p l d t e .
- 3 - I Oio. Rods. Length determined b y , wingwoll th ickness . Full p e n e t r o t i o n /
\ b u f t weld or -
•+ "*!*""+"
10
' / " A 3 6 Plate
Face ot Bockwoll END VIEW
2 - V g " d io . X 9"Machin« Bolts w / s t d
lie> head nut a wosher. Tack we ld . -
WINGWALL ANCHOR P L A T E ONLY
2 - l ' / , c dio. h o l e *
NOTES
(1) A l l r a i l i n g , p o * t * , anchor assembl ies ond o ther s tee l
c o m p o n e n t * shal l be g o l v o n i z e d o f t e r f o b r i c a t i o n . Golvon ized * t e e l shims s h a l l be f u r n i s h e d by t h e c o n t r a c t o r a s r e q u i r e d .
(2 ) Loca te bridge number p l a te on r ight side of roadway
at eoch end of bridge os s h o w n .
l k i " A ' ' 6 Plole " ^ Br idge n i i i dbe i p l o te to be furnished by the s t o t e .
2 - ! { ^ i a . holes (4) A l l Mochine bo l ts and cop screws shal l hove locking nuts
or lock woshers .
(5) Railing expansion joints must be oroWded in panels over the
deck expansion joints and ai 3 0 ' - 0 maximum intervals
throughout the br idge.
E L E V A T I O N
2 " 4 " 4 " ' 9 < , d i 0 . holes . — I ]—-I—H ^ \ '1 2 " 4 "
3f o
J^ \
k dF-
H B f c ^ h H a . l
4'/2| l ^ ^ '
I ' - O *
3 - 1 " dio. Concrete AnchorSfuds 16* l o n g . Full p e n e t r a t i o n butt weld
rMvp.
E N D SHOE
END P O S T A P P R O A C H
GUARD R A I L B R A C K E T
2 - 1 * A 3 2 5 Bo l ts x 4 * l o n g , w i t h one
n u t a n d one washer each.
T o c k we ld h e a d to p l a t e .
3 ' / 2
t
l ' i { g d i o . - 2 ho les
3-t3'
< %
8 "
- l ' / 4 " A 3 6 Plate
^ ' ) [g' d io . - 2 ho les
- 2 - / g " x 9 * Machine Bo l l w i th s t d . hex heod ,
nut and w a s h e r . T a c k weld to p la te leaving
2 ' ^ * e x p o s e d .
ANCHOR PLATE D E T A I L S
CHATANIKA RIVER BRIDGE
Route No. S-680
BRIDGE RAILING
No Scale
State of Alaska
DEPARTMENT OF HIGHWAYS Juneou, Alaska
J M y ^ , m . . . BKIDGE NO. 8 3 6
• /K^ OWNS. NO. 2 3 0 0
K-t-:;.::
" " • " • • ' " . I ' : • .:V
• i . - - V
• ^
7 B 0 \
SOO
X
O R O M I C S ILT
iLOOSE TO J^ojA-t-a V iuv FIRM
SAMOV GRAVEL,
<'
- 5 2 0
. 5 1 0
_ 5 0 0
. • • 9 0
? „ j 5 3 ] DiLUSE TO I t X V D L U S Z
S T O M C , G R A V C L f S A U D
Q Q O Q C
PrUtTROMITIR lA
7 8 9 ' 8 e . o u i * F I B 70
"ITRkCZ S I L T
3^ — I VERV DIMSE i J L l WiATHtaeo ROCK
SiDROCK
P E U t r R O M t r C R 2
790»S-f,0M i 4 F t t 70
BoRiua 7 r 9 l » 3 6 , r R T t
^ .27 JAU 7 0
i i t t l t o 3 . -
ice too IO* S L O W S / F T
D R I V I U • ^ 1 3 4 0 * H A M M X R , 3 0 ' D R O P
UOTC: i-AST 7 ' / t ' TOOK K J SLOWS, L A S T ' I t ' TOOK SOS SLOWS.
T O T A L D X P T H - 4 9 ' - 7 V » "
loo aoo yeo BLOWS/FT
DHlVtH " / S ^ O * HAMMtR,
3 0 ' DROP
U O T E ; tAsr a " TOOK 5 0 O BL«WS,
LAST r T9OIC 9T BLOWS. TOTAL D E P T H - 3 9 - 7 "
Baniua * 792»18, 8 ' i r t
y i 3 J I M 70 .
V E R V F I R M
TO DEUSE
SAUOV GRAVEL
"/TRACE SILT
' F IRM TO DEMSC * 9 . S A U D V GRAVEL tFlA-t- t t "/TRACE S ILT
VERV D E U S E
S T O N E , G R A V E L / S A U O
VERV Dcust
WEATHERED ROCK
B E D R O C K
J4-t:
VERV D E U S E
S T O M E , G R A V E L , r S A N O
VERV D E U S E
WEATHERED ROCK
SiLTV ORSAUIC* t u r S4a.
^ - VERY LOOSE TO LOOSE O I K A M I C S I L T i SAUO
S30_
VERV FIRM TO OEUSE
S A U O V GRAVEL
i i l A - ) - a " / T R A C E SILT I S O
E 5 ' • V E R V D E N S E S t o u c ,
G R A V E L ^ S A U O
\ u i v DEuf2, WEATHERED
ROCK n o .
BEDROCK
UOTE^
B E D R O C K
POOR C O R E R E C O V E R V D U E T O H E C H A U I C A L o i r r i c u L T i E s T C O R E
BARREL.
POOJICT DCSIGNAtON
S-0680<ta> i & Z6
MATERIAL SYMBOLS
Organ ic t . Organic Sil t
Cobblc t ond Bou ldc r i
Sandr Gravel
Growclly Sand
Grave l
Sond
^
I C l a , . r S i l l
I Sondy Si l l
G t tne l l y S i l l
S i l l , Cloy
Silly Sond
Silly Grovel
Q i i o r l i -M i co Schiit
Weolherad Rocli
BORING SYMBOLS
. ^ ^ Plan ol ony boring
( ^ Flufl i pcnofromolor
ROTARY B O R I N G
Bor ing No. Locol ion . Dalo
4 7 9 '
- Z \ Bul l nof* •^31 penotronMfer
J i ^
Graphic d««cription -o4 (nalar io l
r—1
t 3 I R'SpJl l tpoon lanipler, 2 5 * O Q « 2 J O ' I , 0 ,
ST-Shelby lub« urniplcr, puihcd. •
^ Blow Counl/h uiF.- I tc i fondard lompfer ' - ,
56lA-4(a) 2.0*OD.« r.4.-| Q; M O " fMxnmcr, 30 ' l r cc laU .
Gniilotional material chaM9«
SiralQ chonga
lnl«r«al sompted '^f interval ~r«co««r«d btackcfivd in-
..'>->k Unconfined compre>s»on
PtNETROMtTER TEST
Number Loco l ion
Efev. D o U 4 7 r
deplb
r-
RELAriVE DENSITY AND
C O N S I S I E M C Y CLASSIFICATION
According lo Slorfdard Ptnelrallon Tetl
GRANULAR
B l o » « / l l
Graphic rcpre^tenlqlion 0 - 4
ol driving rote % . i n
11 20
J l - 30 100 200
Blowl/Foot Penetrometer 31 - 50 7 -JfHommer. 30" drop _
' Over 50
ReL Density
very loose
ioett
l i rm
very l i r m
denie
very dense
COHESIVE
B l a ~ s / l l .
0 - 1
2 • 4
5 8
9 15
15-30
Over 30
Consistency
very soft
so i l
f i r m
s t i l l
very i t i l f
hard
AJOTE •-INDICATES RiruSAL
73TAUDARD SAMPLER.
BEDROCK locwririED AS
Q U A R T Z - M i c * SCHIST
LOG OF TEST BORINGS CHATANIKA RIVER
S t a l e o i A l a s k o
DEPARTMENT OF HIGHWAYS J u n e a u . . A l a s k a
Dole 2/25/70
A o a ' o . e d ^ 2 A , ^ ^ d l —
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2301
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