no. proposed highway project 2 typical section &...

1:

f 1

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-

- ESiislMÂ^^ ' 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)

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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 --

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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

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Space Width

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: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'-2ê '

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. (?êoc/, 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/ôf 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 ' .ÛsL 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 tJLÎGt**.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 Ô 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


empsE NO. .32.5.

DWNG.NO. 2 2 8 6

http://dwng.no

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


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

yiÔ'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.4GRÂ/IS

lor 6 '

p-.f>-

6"

26

r

> - ' ^ ^

3'- 1"

A'401 'A402

7 - / "

« r . . 1

' 1 i v u

A50I-

:z. A404- -A'ÔS

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


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

•SÔ/ • - 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'Ôy.

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 îlZ

/ 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\ivonê 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


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


Route No. S -680

GIRDERS

Sfafe of Alal ia


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


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


'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 ,

-d\ V-si " ^ 1 1

A 5 0 d - 1

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


ROUTE NO. S - 6 8 0

ABUTMENTS

State of 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

_ B n

, . - / . 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 .

' 1

"®

I ' I I I ;

I ' I

I '•-. i

I ; I ; I I

I

J - .

i - J

T -

*fe) 1 7 - P 7 0 / ff •} = . E

6 - / 0 3 . ^ 3 7 . ^ / , e s s.oi^.-es y F z E l - M

5 3 ' - 0 '

E L E V A T / O / ^ S

\ P i e r S

A

a c o e F

s H

1

d

Id

L

.° , ' e r S

S 4 / . 0 S 3 5 . 0

5 6 0 . /O 5 6 / . 8 i

5 6 0 . O /

3 5 9 . 9 9

3 5 9 . 72

5 5 9 . 7 0

S 5 9 . t 3

5 3 9 . 4 1

5 5 9 . / 4

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ROUTE NO. S - 6 8 0

PIERS

State of Alaska


BUDGE NO. 8 3 6

DWNG. NO. 2 2 9 7 ^

http://35e.es

3 4 . '-J) IFoadi/vau

•Ziricai Conn., 5ra. / a y <?.? 75/; of 5/ab to "Top. of f/6 <^ <P Bcori'ni^

R, S-if Defa / / f)u/^. d a 'lo Top.oFf/onge ' ^ 2 2 9 9 '

2 Fooduiay Bridge Grade

/ S d O / o r S d O l i / 3 3 0 / o r 3 5 0 2 f ^ / ' 3 r^ss/Tc/^/n

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HftOJrCl OCSIGNAnON

S-0630( /8)

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.Faries_

Ti/p Between Girders

id s p a c e s S y - 3 - 29-C? G i r d e r Fpacini^

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5 3 3 3

6 6 e

NO. 3 8 2 9 4 6 96

8o 4 0 531 531

14 4 3 2

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T Y P I C A L S E C T I O N _

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5 0 f 3 c / r \ ~ z : - ~ F ^ y - . . . ^ : o p ,-6-^^

G - 5 4 0 3 - . ) S e tureen Girders 3p<yce ::.Ln- 5401

I " Preformed 1 T f r p a n s i o n y 'o/nt fi//e.

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^ -o m -D •

E ? 6 S


ROUTE NO.S-680

SLA B

State o l Alaska


8 3 6 DWNG. NO. 2 2 9 8

K-E-

£ • • • • 9 q q q o

5 T) « -D Ol

o Kj a \ j ^

C ' ^ ' P / e r ^

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FROJICTF DLSiONATTON

5- 0630(/3) /970 Z 4 2 6

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i •"^/nff/e 57iaain I's f r o r p P u / e ^

< ^ P / t F 5 toys ' />e i7r ;n^ 5 /1 fFer ie r .

DFTA/L "/)' II 6 TT

'Jy^.^/Oc/tyto^ Oc/ / / e n ^ / / l _ ^ f ^ / r d y r / . ' . I — .

B r g . s t / f f e n e r

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- ^ -' /4

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See Detoi / ' '^

"Brar ing y / i / f c - n c r

!73-y '/.z'.-i'F/en-ed)

C / i p S ^ " f i ^ p . )

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7 H ^ / O ^ ' '

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b e a r i n g s .

2"

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Tig/dfrf f doWe/d

/ i n g e r f / f h t e n n i / t s , _

bocfz o f f ^ t u r n .

Tack w i ; / d . —

1 Anchor 6 z . / r t

AT S£AF/Nff5 * 6

AT F/^TFfi/OP D/AF//FAG7i45 ^ ^ ^ 4 Sr /FFFA/fF? 3earin. .E- — Z

20 -a

No I c : / n t e i i o r Chirac.^ .^./ic-wn E r / e n o r gi'rc/er---s h a l l h o n e i n r e . t m e d i o / e - / i f f e n e i - z r d i a p b i c g m c o n n e c t c r dz's o n / n s i c / e o n / n .

1

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t/e / r 7 } e a d j ^ p u i s F 2 ura3 /}e rB- ' ' 3 - \ r

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N O T E : iji. HiicF beor iny it/ nidh 7 / i-c-f o r m e d bear ing zzn oil fir.ed zeormgz. I" th ick TFE c o a t e d c-ior/np ,•? wiTh one i^ stainless yteelshset ond ''Fpre

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 / .

• z i D o p cizz/.'zz-z-er f o r f o / o / rz / 'ec-d / a o c f c / o f / e c f / c / - > s f a / i zzzc- F ' ' / - f •' (Fz C SyOo,-7. fF<:z'r-c?y?o7/io) ..

/i l / / F^ne t ro / io /7 3 u t t f ( / e / d

3/3e TffCoo/wj^

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

„ - , • , p r e s s f i t in b o t t o m / £ . e x p o n s i o n b e a r i n g s only .p ' J t^ j j i^^ D E T A I L

n o S C A L E


ROUTE NO. S - 6 8 0

GIRDERS

State of 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

I . !.• 3 y r r ! ^ ^ i Ben't 'Plate 'siee*9-F-'^l-''-''^-'}''-'-''''^Fi'''F^^ '• ' h ^ J?3 / ^ . " . • . " . siidiftfl Fit. .. :;i^s; ••;^:^^R.: - . ^ / ' ^ . C f - : ' i .

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


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 —

__8i<> _

2301

no. proposed highway project 2 typical section &...

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