STANDARDS FOR OLD BRIDGES - PennDOT · PDF filestandards for old bridges ... bureau of highway design bridge division standards for old bridges ... stone abutments & wings w. l h ~~:

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COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

BRIDGE DIVISION

STANDARDS FOR OLD BRIDGES (FROM 1918 TO 1930)

VOLUME 1 March 1983

( ·. \. /

..

( \

(._/

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION BUREAU OF HIGHWAY DESIGN

BRIDGE DIVISION

STANDARDS FOR OLD BRIDGES (FROM 1918 TO 1930)

VOLUME 1 March 1983

l2evieed 7-23·.32W.C.T. :'Hone Mason~y

<t. of Roadwa!d. --.---.-

1'-0'

HALF PLAN

IO'·CD"

7'-0"

5 'h" bars

+

d' .--(1! ti'

i

~I L..-,-+--___._--,-t

:dl ~~

'- /

I Made. b!:J : W.El.M >-Checked b'd : Ol;;i.U/. 1.2-Z-2 7.

'"«I:JU4'-ThAO::UICO::LOTH >:uC~h'f<Uitn.<:I'.N co,, INC., H.·,,

5'-0" 5 an.

ELEVATION

'I "v" bars per post.

' ·ol

..... ~-~-:;:i 51 Q)

u J:

. ·---------~---·----·- --~o·- o~~

r·-o" __________ 1.§:: ()_"_ .. J'S9<:1S!Wa\:).

bars.

I" Chamfer.__.- ·1 " i--'".i-1'1--<lo_"_,__+--~

STONE ABUTMENTS & WINGS W. L H ~~:il ~-~~

Jt.

SLAB & PARAPET DETAILS

Properly bond -this i join-t w·,-th dowel s-tones or rein

3:.<)' 3'-d 3'-:3 i-a· 4~o· 1'-9'o.so 21

3!.6' 3'-r' 3'-4' 2'-9' 4~6 2'-o' o.s5 3 1

-4;!..d' 3'-:f 3'-6' 2~10 5'-o' 2'-3' o-62 35

5!.d' 3'-6" 3'-9' 2'-1 t' s'-o" 2~6· o. 74 44

6!.o" 3'-9' 4~o 3~o· 7~3 3~o· o.aa 5 s 1'-o" 4'-0 4'-3 3•_,. s'-3" 3'-3. 1.02 6 s

a:.o· 4'-3' 4-6· 3'-2' 9'-6. 3'-9. 1. 1 1 a o

forcing bars.

SECTION ON <k. OF BRIDGE

NOTE

Jt

TYPICAL WING SECTION (FOR STONE ABUTMENTS ONLY)

Floor of bridge shall conform to grade of road. On level grade slope

tap of slab fa, .. per root.

Depth of foundations to be determined b!:J local condi-tions.

Quantities given are based on dimensions shown.

Wings ma!:J be changed to suit local conditions.

If bed of stream requires paving, use <D" of concrete or e,'of stone masonry and o

IZ" curtain waH of sufficient depth at each end.

•

~EAR B

2'-o' 1'-t"

i-6" r'-lf

3'-o' l'-4t 3'-6" r'-5'' 4-o·· r'-7"

5'-o" 2'-o''

6'-d' 2'-5"

i-o" 2-9f a'-o" 3'-2f

MATERIAL REQUIRED

FLOOR SYSTEM AND PARAPETS

[

13%. 5b]s. Cement. 8.!l> Cu. Yds. 'A"(I:Z:4) Concrete. 4-~ Cu. Yds. 5and

all. Cu. Yds. 5tone .

'!1~0 'lbs. 5teel Reinforcing Bars

TABLE OF BARS

Mk. N~ Stock Bending Diagram.

'i?'-5''

a. <:>7. ~-~ • 10·- <:o" ,. e.------IZR.

d. 28. ;r~x 1'-G>" Dowele in abutments

t. 14. f.O x l!l'·G>" Transverse in slab.

h. 10. i'¢" ro'.-3" Mori3ontal in parapets

v. Z0 -i'!lx 4'.(£,'' Vertical in parapets.

ABUTMENTS & WINGS

Clear. A W W1 L H ·cu.'lds. Cu.'lds.

2'- o" 1~ 9" 1'- 11" 1'- 6" 2'- g"

2'·s" 1'-s" 2~2 .. 1'-s" 3'-3 .. 1~s .. 13.1 11

3'-o' 1'-11' 2'-6" 1'-6' 4'-o" 1'-g" 1 5.a zot 3' " -6 2'-3" 2'-g" 1~ s" 4'-e'' 2'-o'' r9.1

4-o" 1'-6" s'-o" 2'-3" 22.5

s'-o'' 1'-a" 6'-o' z'-6" 30.3 39;j:

50.6

8 ' " -0 4'-1o" 2~5" s'-s" 3'·911

64.6 83j-

APPROVED _ r~-- l __ ~,_}__j_,&_C __ .

.~.~---BRIDGE ENGINEER

APPROVED ............................................. ..

~ASST.CHIEF ENGINEER

DEPARTMENT OF HIGHWAYS BRIDGE DIVISION.

STANDARD

Sand &tone.

"*

1st 10$ 21f

14-} 29:}

48-f 31

REINFORCED CONCRETE BRIDGE

SPAN 8FT. ROADWAY 18 FT.

.Scoles f&l"~l'-0" 608 .. 6

(

12evi::>ed 7·2..3-..325+one Ma~onry WC."I

' /

I MoO• ""' ~ Checked by : O!d<ur 1·30-28

IMPERIAL TRACING CLOTH IWIODIIEDII!:T'ZG~CO.,INC,,H,Y.

I" Chamfer

HALF PLAN

\O~Co"

7'-0"

5- • h" bars

'1- • "v" bO.rs per post

ELEVATION

zo'-o"

181-0u Roodwo

Constr. Joint

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wa L. H1 g~~iJl5-r.~"1'k~-r. 2'-d 2'-9 3'-o 2.-8 3-3· 1'-9 2-8· 2.-6 1'-6 o.39 2 1

2'- 2'-11' 3-1· 2'-g' 4'-o i-o' 2'-6 3'-o' 1'-s' 0-45 25

3'-d' 3'-o 3'-3" 2'-9' 4'-6 2'-d 2'-8' 3-s' 1'-9' o.5o 28

3'-s" 3'- ( 3-4 2'-1o 5-3· 2'-i: 2'-g' 4'-o' 2'-d 0-55 3 3

4-o" 3'-3 3'-6 2'-11' 5'-9 2'-.s' 2'-g' 4'-s' -2'-.o' o.a2 37

e.'-d' 3'-6 3'-g' 3'-o' 1'-o' 3'-o 2'-1 t 5'-a' 2'-s' o.14 41 s'-d' 3'-9 4'-o'' 3'-1' 8'-3' 3'-3 2'-1i"s'-s' 2'-g" o.88 57

i-d' 4'-o" 4'-3' 3~2· g'-s' 3-9· 3'-o" 1'-6 3'-ci' 1.02 69

a'-d' 4-3 4'-s" 3-4· 1o'-g' 4-3' 3'-i' 8'-6 3'-5' 1-17 84

5tJmmetrical about <t ~

<t of

~-I

Mk.

a.

d.

t.

h.

v.

MATERIAL REQUIRED


1

14 Bbls. Cement. Cu. Yds. • A" (I: Z: 4-) Concrete 4~ Cu. Yds. -.5and.

02. Cu. Yds. Stone.

lbs. Reinforcing Bars.

TABLE OF BARS

Stock. Bending Diagram.

>'' L' ~.•.,_" 37. ij: ¢X IQ~(O" d:_ Ia R.

ZB. Dowels in abutments.

14. ~·¢,.w·-o· Trano;verse in .slab.

10. r-lori3ontal in parapets.

Z<O. Vertical in parapets.

AP PROVED ....... J.~,_J __ Ij, ___ .l_~_;?.,._£ __________________ _

.... cS.e~---····--BRIDGE ENGINEER

APPROVED ........................... -------···············-----·-········-·-····----SLAB AND PARAPET DETAILS ~ ASST.CHIEF ENGINEER

NOTE Floor of bridge shall conform to grade of road. On level grade

slope top of slab at least &. " per foot.

Depth of foundations to be determined. b~ local conditions.

Quantities given _are based on dimensions shown.

Wings ma~ be changed to su·,t local condition.s.

If bed of stream reCJ_uires paving, use G>" of concrete or8" of stone masonry and

a I'Z." curtain wall of sufficient depth at each end.

Constr oint

SECTION AA

ABUTMENTS AND WINGS

Clear A B w w. L Bbls. Cu.Yds. Cu.Yds. Cement. Sand. Stone

2'-d' .1'-9" !'-!" 1~11" 1'-s" 3'-3" 1~9" 1'·6" 2'-s" 1'-s" 12.2 1e.t

2'-5" 1'-g" 1'-1f 2'-2'' 1'-s" 4-o" 2'-o" 1'-5" 3'-d' 1~6" 14.1 1st

3'o" 1"11" 1'-'-2f 2-6' 1'-5" 4'-5" 2'-o" 1'-5" 3'-5" 1~9" 16.3 21-t

3'-6' 2'·3'' i'-5' 2'-g" 1'-6" s'-3" 2-3" !'-6 4'-o" 2~o· 20.2 26:1:

4'-o" 2'-5" i'-7· -5-d' 1'-a" e.'-g" 2·6" 1'- 5" 4'·6" 2'-o" 23 .s 30 ]---

s'-o" 3-o" 2'-d' -5-s" 2'-o" 7:o· 3'-o" 1'-a" s'-6" 2'-5" 32.4 42

s·- o" -5-s" 2'-5' 3'-11" 2'-2" 8-3" 3-3" 1'-1d' 6~6" 2'-g'' 42.3 55

5~ II~ 6 t 13-!

7-t 15-t

I I :l: 22 -t 15t 31-t

1'- o" 3'·11" 2-9~ 4'-3' 2'-s" g'-s" 3'-g" 2'·d' 7~6" 3'·o" 53.6 69! 2 5-t 5 1 -k a'-o" 4'-5" :i-2f 4-lo 2'-9' lci-9' 4'-3' 2'·3" a'-s" 3'-5" 67.7 as 3 2'1 sst


STANDARD


SPAN 8 FT. ROADWAY 18 FT. SKEW~7SoL

Scales fsd'•l'-0" 608"' B 75

,

HALF PLAN.

.•

.. ELEVATION

Mode by-P.F.W.

Checked by- W.I3.H 10·4·'2.7.

STONE ABUTMENTS & WINGS

~o~o·

18'-0" Roadway

_£2_!Jst Join±. ____ _

'C{bars ··+-bar SLAB&PARAPET DETAILS

Properly bond this construction joint with dowel stones or reinforcing bot'.S

ci"

RT. L ABUTMENT SECTION

SECTION ON ~ OF BRIDGE.

Clear

2-o· 2'-6' 3~0·

3:6 "

4:o"

!'>~o"

5'-o "

i-o· a:..o "

A B

1:.9 1'-(

1:...9· 1'-1 ~

I'-ll" 1:..2~ 2'-3' J'-s"

a:.s" J'-7·

3-o" a:..o" 3'-6" a:...s

. 3:.11 " 2:..9~

4-5' 3'-2~

w l:...lj'

a'-.2.' 2:_ 6' 2'- 9' 3'- 0

3'-6

3:... Ji' 4'-3"

4·-,a·

floor of bridge shall conform to 9rade of road. On level grade slope top of slab at least ;i'' per foot: Depth of foundations fo be determined by local conditions. Guontities given are ba~ed on dimensions shown . Wings may be cMon9ed to suit loco( condi-tions. If bed of stream requires paving U3e s·'of concrete or8"ofs+one masonry and a 1e~curtainwa11

of sufficient depth at each end.

MATERIAL REQUIRED

FLOOR SYSTEM AND PARAPETS 144 Bbfs. ement.

4i Cu.Yds.Sand. 8;1: Cu.Yds.5tone.

9 04Lbs.Reinfoycing BaYs.

MoYk No. 5tock.

a

d 3Z

t IZ

TABLE OF BARS.

Bending Diagram.

~'-5"

Dowels in Abutments.

Transverse in Slab.

h 10 Horizontal in Parapets.

v

ABUTMENTS & WINGS.

w. L H w. L, H,

1-6 4'-3' a'-6 ~·-s 2-3 1'-.3 13.5

•'-6' s'-o' 2'-:3' ,._ 6 2'-9 1'-6' 15.3

i'-8' s'-9' 2:...6' 1'-6' 3'-3' 1'-9 18.3 23~ ,:,c)' 6:...6' 2:... g" J'-6 3'-9' ,._ g' 22.5 29t

2:... ci' 7'-3' 3~0- ,:... 6' 4'-3' 2'-o 26.5 34±

2:...3' a'-9' 3:...6' 1'- 6' s'-3' a'-3 36.3 47

2'-7' 10:...3' 4'-ci' 1-10 6:...3' a:...9 48.0 62t

2:..u:)' IJ:...g 4'-6' a:.. a· 7'-3' 3·-a· 52.0 67-i

3·- I " 13'-3' s'-o' 2:...2 a'-3' 3'-3' 76 99i

APPROVED_O_~.}~,_l__<)-~1- - - --

7;!-

Sf

lOt

J2f

17±

23

25

36l

.. -~f~_ .BRIDGE ENGINEER.

~;;.~~~I~F-~~GINEER.

~O'\~£ALTH OFPfNNSYL~ ~ • ~1\¥4

DEPARTMENT OF HIGHWAYS BRIDGE DIVISION

13

14~

17 i 21~

2!'>t

35

46t

50

73t

STANDARD


SPAN 8 FT. ROADWAY 18FT. SKEW6Q

0

L.

SCALE~ .. &I.~I~O" 6088.;,60

.f

( .. /

Rev·,., ed 7-23·32 W C.T 5+one Masonry.

Made by-P.F.W Checked b - W.B.I:I l'a·'2.·'Z.7

IO<~""IAL T!IAC:m<> <;:LOTH r:UC.Hr;"IET%GDI<:0. 0 JHC.,H.'fo

I I .. "b I I o ars

I I I I I I I I I I I I

ELEVATION

<t. o~ Brid -~--1

I I I I I I I I I I I I : I

r-o" 8'-0"R ad a

Mork

a

d

t

h

v

SLAB & PARAPET DETAILS 6'- 0 7:..0

a·-o

STONE ABUTMENTS & WINGS LEAF A w w. L H g~~·~l~i~

MATERIAL REQUIRED fLOOR SYSTEM AND PARAPETS.

17!-Bb/s.Cement.

s:j:cu.Yds.Sand. 10 1 Cu. Yds.Stone.

1/18 Lbs.Reinforcing Bars.

TABLE Of BARS.

No. Stock. Bending Diagr-am.

11'-s" ~ .. 39 ,L'¢ . .. 4 X12-6

28 Dowels in Abutmen+s.

12 Tr-ansverse in Slab.

10 Horizontal in Parap.ets.

28

ABUTMENTS & WINGS.

3'- 6' 3:.1j' 2'-o· 7'- 3' 3·-a· 40.6 52i 19~ 39

3'- l'i 4'-3' 2'-2' 13'-6' 3'-3' 51.3 6t;f 24t 49f

4'-5 4:.1o' 2·-5· 9'-6' 3'-9' 64.8 31 I 62-i-84 +

P-EAR B

2:..o" I.:.. I ..

2:..6 " Z-0 2'-9' 3'-o' '2'-7' 3'-d 1'-6 0.39 2 I

2-6 2'-11' 3-1' 2'-8 3-6 1'- 9 0-45 24

3'-r:J 3-o' 3'-3 2~8· 4-o' 1'-9 o.so 21

3-1§ _3'-1 3-4' 2'-9 4'-6 2-o' o. 55 3 1

4-c5 373 3'-6' 2'-10 s'-o' 2'-3 o.62 35

s'-0 31-6 3

1-9° 2-lr s'-3 2'-6 0·74 45

6-r:J 3'-9· 4-ci 3'.:.o 1'-:i :3-o' o. 88 s 6

7'-d 4-rf 4'-3 3'-1 8'-s' 3-3 1.02 68

S-0 4-3 4-6 3~Z 9'-6 3'-9 I. I 7 8 I

Pl"operly bond This construction joint with dowel stones Or" t'eiri.forcing bars

3:.0

3:.6

1'-lt

" 1:..2~ ..

1:..5·

SECTION ON~ OF BRIDGE

' (0 .\ ru


4:..o· 5'-o

6:..o"

7:..0 ..

s~o"

1.:..7 "

i-d' 2.:..5

. ' "a 2-9 .. , "I

3-2]

APPROVED_]:_~~l.'-.i,_L't-~~_s_e__~- BRIDGE ENGINEER.

APPROVED ______ - ___ - - - - - -

~SST. CHIEF ENGINEER.

TYPICAL WING SECTION (FOR STONE ABUTMENTS ONLYJ

NOTE

Floor of bridge .shall conform to grade of l"oad.On level grade slope top of slab at least~"per foot. Depth of f?undotions to be determined by local condi+ions. Quontitl'es given are based on dhnension6 shown. Wings may be changed to suit local conditions. ~ If bed of stream l""equires paving use 6''oJ concr"ete orB of 5tone masonry and a t'2" curtain wall



STANDARD

REINFORCED CONCRETE BRIDGE.

SPANIOFT ROADWAYI8FT.

6108

!Cevieed 7-23-32 5-+onc Masonry W C.T.

HALF PLAN

ELEVATION

Mode by-P.F.W Checked b - w.B.M "a·7·Ul.

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wz L o 2'-d' i.-9' 3'-o' 2'-8 3'-5" 1'-g" 2-8' 2-6' 1'-6'

I'- 6 0.45

20~0' 1'-9 0.50 1~o" 18•-o• Roodwov 2'-o 0.55

4-d' 3-3' 3'-6 i.-1i e'-o 2'-6 2~rJ 4'-6 2-o 0.62

z'-6 o. 74

6'-o 3-9 4'-o' 3'-i. e'-6 3-6 2'-li' e'-9 2-9' 0.88

3-o 1.02 ~'i/'bat" 3-6 I. 17

C onst Joint

'Nf------- ·.;.:-'=i 'OJ .

! _;·;;--:: Driving Sur .face-;>

Clear. A B

NOTE.

Floor of ~ridge shall conform to grade of road. On level 9rade slope top of slab at least -Is per .fa at · Depth o.f foundations to be detet"mined by local conditions. Qugntities given ore based on dimensions shown. Wings rnoy be changed to suit local conditions IJ bed oJ stream t"equit"es paving, use 6 .. of concrete or B'of s-tone masonry and a 1'2•curta·ln wall

o.f su.f.fo'cient depth at each end.

Properly bond this consTruction joint with dowel stones Ot" rein.forc ing

SECTION AA

29 33

37

48 58

70

84

w I -II

MATERIAL REQUIRED FLOOR SYSTEM AND PARAPETS.

II 22Lbs.Rein.forcing Bars.

17~Bbls.Cement. S tcu.Yds.Sand. IOtCu.Yds.Si'one.

TABLE OF BARS.

Mork. No. Stock. Bending Diagram.

:J."" ' " ~I{'R. 11'-s" =Lt)r 0 39 4 Xl2-6

d 28 f"x 1:6" Dowels in. AbuTmenTs.

i' 12 r xzo~o· Transvet"se in 5\ab.

h 10 f¢XI2:3" Horizon+al in Parapets.

v 28 {¢X 4'- 6" Vet"tical in Parapets.

ABUTMENTS&WINGS.

Wo L H w. Lo

~·-s 3-6 1'- 9 1'-6' 2'-6' 1'-6'

1'- 6' 4'-6' 2'-ci' 1'-6' 3:. ci' 1'-6' 13.8

4:.9' 2'-3' 1:.. 6' 3:.6 1·- 9 16.6

5'-3' 2'-3 1'- 6' 4:. ci' 2:.. ci' 20.0

APPROVEO ___ _:f:~_~_)_-'j#j_Cf.~<L __ _

__ S,~----BRIDGE ENGINEER.

APPROVED-----------------------~-

~- __ ASST. CHIEF ENGINEER.


STANDARD


SPANIQFT RO~DWAYI8FT.

scALEsf&~i;w 75 L610 B-75

+ ~ 0 ..

<:;

Mad~> by-P.F.W

Checked by- W.B.M I0·4·Z7. ·~.,. ....... ._..GC<OTM

KatCO.o••Y•

HAJ' PLAN

ELEVATION

18._0" Roadwa

STONE ABUTMENTS &. WINGS CLEAR A w WI L H w. L I 0

HI ~~~Bi:hi-}~.ft 2-d 2'-9' 3'-o 2'-9 4'-3' 2'-d' 2'-1' 2'-3' 1'-3' 0.39 2 3.0

2-6' 2:.1 i' 3'-( 2'-1d' 5-ri 2'-3' 2-e" 2-9 1'"6 0.45 21.0

3'-d' 3'-d 3'-:3 2-1 i s'-9 2'- 6' 2'-e". 3'-3 1'-9 0.50 31.0

3'-s" 31-l 3 1-4. 2~11 see' 2'-9 z'-8 3'-9" 1'- 9' 0.55 36.0

4-d' 3'-3" 3'-6' 3'-o" 7'-3" 3-o z'-g' 4'3' z'-ri 0.62 41.0

s'-cf 31-6 3'-g" 3'-z" e'-9 3~6· 2'-10 5'-3 z'-3· 0.74 52.0

6-d' 3'-9' 4'-o' 3°-3° 10:_3" 4'-o" 2~11 5'-3" 2·-9· o.ee 64.0

7-d' 4'-o 4-3· 3'-5 11,9 4'-e' 3'-o· 7°-3 3'-o: 1.02 76.0

a'-cf 41-3 4'-5" 3'-5' 13'-3 5'-o" 3'-1 e'-3" 3'-i 1.17 94 .. 0


CJeor A 8 w z:cf ,:.;g" 1·-1· 1'-li'

2.:6" •t'-g" , r 1-111 ·z·~2·

i'-2' z'-6' - 2

3:a· t'-11 "

3:6' 2,;..3' .t'-s " z'-9 with dowel stones OY 4:0· 2:6 "

s'-ri' 3:..o"

Mark

a

d

t

" it

MATERIAL REQUIRED. FLOOR SYSTEM AND PARAPETS

18 Bbls.Cement

Sf Cu.Yds. Sand. 10 Cu.Yds.Si'one.

1121 Lbs.Reinforcing Bars.

TABLE OF BARS.

No. Stock ·Bending Diagram.

r~ ,2--6-1

~1fR. 11'-5" =Lbr 39

32 Dowels in Abutments.

10 TransversE" in Slab.

10 Hor-izontal in ParaPets.

28 Vertical in Parapets.

ABUTMENTS 8. WINGS.

w. L H 'w. Lr Hr

1·-~ '4:...3 z:_r:; 1'-6 z'-3 1~-3· 13.1 17

I:.. 6' s'- o' z'-3' I:_ 6' z'-9' r'-6' 15.6 2of 7~ 15

t'- 8 ?'- 9 z'-6 1'- 6 3-3 1'-9 18.6 24t 9 18

1-10 6:..6 z'-9 1-6 3'-9' t'-9' 22.8 29t II .22

34! t2t

5:cr 3:5" z:..s·: 3:....1·i 2·-7·1o:...3· 4:..6'f-1o' 6'-3' 2:...9· 47.5 61* 22%- 45i

1~0" 3:.11" 2.:.:92 4:...3· 2::uj' 11:..9· 4·-s· 2.:..6 7:.:3· 3'-c:i' 60.4 1at 29 sa

a:o" 4'-s" .3:...2~ 4:..10 3·- r" 13'-3 s·-o z'-i a'-3' 3'-3' 76.1 98~ 36~ 73f


SECTION ON <f. OF BRIDGE

NOTE

Floor of briclge shall conform to grade of road. On level grade slope top of slob at least f;;" per foot Depth of foundations to be determined by local conditions. Guantititts given ar-e based on dimensions shown. Wing5 may be changed to su"rt local conditions. If bed o.f stream Yequires pavin~ use- 6'' of concreTe or8"of e+one rnosonry ond o l'tcurtain wall

of sufficient depth at eoch end.

APPROVED __ Qd~l~-4]-~~'J- ---__ f_.~J~~-~----BRIDGE ENGINEER

~~~~-~~~;-E~~~NEER

~O~~EALTH o•PENNSYLI& ~ • ~1\94


STANDARD


SPAN 10FT ROADWAYI8FT SKEW6QoL.

SCALE i:{z.J';.I~O" 61 0 -6 0

k!ev:sed 7-Z~-32 5+one Masonry- WC.T.

4" v" bars per post

~~ J:

Made by-RF.W. Checked by- W.IH!- :m·-:mm·:mm

IMI'ERIALTJI.\CINCCLOnt ltUOilHitDIIETZOilH CO., INC., N.Y,

+ ~

j u

-<J)

-c,

----~

2'

18'-0' Roodwa

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wa L 1 H 1 ~~~l{i~ ~~:~~~T. 2-0 2-9 3'-o'-2.-9' 5'-6 2'-o 2'-8' 2'-o' 1'-6 o.39 28.o

2-6 z'-113'-1'i2'-1o6'-6' 2'-3"12'-8' 2'-6 1'-9 o.4s~o • ' ' " ' • ' • ' ·~· '. ' " ' " f-:---3-0 3-0 3-3 2-11 7-612-6 2-9 _2-:_? __ 2-0 0.50 _38.0

,e!' 0 I I I J I P I II ,--. I :11 1 1 • 1--3-u 3-1 3-4 2-11 8-6 2-9J3::_10 3-3 2-3 0.55 44,0

4-0 3-3 3'-6 3'-d' 9'-6-J3'-o" 2'-ti' 3'-9' 2'-6' o.62.50.o

s-o· 3'-6 3'-9' 3-2 11'-6' 3'-6 2'-ti' 4'-6' 2'-9' o.74 63.o

6 -o 3'-9~ 4'-d 3'-3"13'-6'- 4'-d 3'-1' s'-6" 3'-3 o.sa 1a.o 7 -d' 4'-o" 4'-3"!3-5 15'-6 '4-6· 3'-2 6'-6 3-6 1.02 95.o

a -_ci' 4-3 4-6 3'-6 11'-6 s'-d' 3'-3 1'-3 4'-o' t. 11113-0

MATERIAL REQUIRED FLOOR SYSTEM AND PARAPETS

1

18! Bbi~.Cement. 12 Cu.Yds."A"(1:2: 4) Concrete 5-I!Cu.Yds . .Scnd.

II Cu.Yds.Stone .

1175Lbs.Reinforcing BQrS

TABLE Of BARS

Mark No. Stock Bending Diagra,m

a

d 38 Dowels in Abutments.

t 8

h 10 Horizo,tol in Parapets.

v 28 Vertical in Parapets.

<1:. of Roadway~

HALF PLAN

, .. -12 6

Drivins .Surface


NOTE F'loor of .. bridge sholl conform to grode of road. On level grade slope top of slob

ot least;';; per foot. Depth of foundations to be determined by local conditions. Quantitiee,.given ar"e based on dimensions shown. Wings may be changed to suit local conditions. I.f bed of streom requires paving use 6"of concrete or s•of stone masonry· and Q Ptcurtoin wall

of suf f''cient depth at each end.

Clear

2-6

II" 26 "T'-1" 10" 4'-1" 6" JCJ"

lf:d. .M s'i-;'bars per parapet ..=

u -t-t--· 7/ T -t-+- ~-i -11-~;fil-~-=t_- 1:! w f-- f-,- --+- -~~

!-----" ~- rrr---r-- ~ I i) ~ II f

'"v"'bars ob~ut t:s·C:-c.~ cd~rl lA .. 10~0· Soan H. II =

~ • tD 1 ~ 1..

~ ~ J J: <J ~ + u

i~( -!lt " ~ \ ... &" ~lin IL7 v= "l'

lo ·o ~ II ft 'k _, "' [ JDf 4 <)in Batter l~"iriiQ

ELEVATION SECTION AA

A 8 w I:__ S I_:... I " 1'-li'

1'-9

ABUTMENTS& WINGS w, L H w. L1

APPROVED __ 1~_l":/+l.!J'_.3,£ ____ _

-~~~--BRIDGE ENGINEER

APPROVED _____________________ _

~ASST. CHIEF' ENGINEER

o\\~ E~L TH oF PENNs Y! v. ~'\)~~ .. Jf#!,f

DEPARTMENT OF HIGHWAYS BRIDGE , DIVISION

STANDARD


SPANIQFT RO~DWAYI8FT. SKEW45L .

scALEf&l:l~o" 610 B-4 5

..

..

Rev1sed 7·23·32 WC.T. 5+one Masonry.

: ' ' ' I I I I I I I I I I I I I I I I I

1 "c" bars ' :

11 o" bars

I I I

I I

: I I I I I I

I I ---1--1-

1 I I I I I

1'·2J" I I 1-''-=-->TI--:----

1 I

"t'

Made b!:J : W.B.M Checked by : 0! U'.Uf. 11-2.8-2.7.

IHP£RIM.YRACIHO CLOTH "IICI!NI:DIItTZCt.NCO •• IHC .• H.Y.

these <ts.

HALF PLAN

n;'.o"

5'·1"

per parapet

ELEVATION

I" Chamfer

zo'-o"

1'·0" 18'·0" Roadway

"V 11 bars ~ of RoodwoB ~1 5!:Jmmetrical about <L •

Construction Jt.

CD" CD"


STONE ABUTMENTS & WINGS FLEAR A W W1 L H ~~~A=~fa~r. 2'-6 2~1i 3'-2' 2'-1ci 3'-3' 1'-9 o.45 24

3'-d 3'-2 3'-5 2~1i 4'-3' 2-30.56 31

4-o 3-5 3'-a' 3~ci o'-s' 2-6·o.sa 40

5'-CJ 3'-a' 3'-1i 31-i 6'-6' 3~o· o.82 oo

6~0 3'-11 4'-2' 3'-i 7~9· 3'-3"0.95 62

1~0 4-2 4'-5' ·3~4· a~9· 3'-9' 1.1 o 74

a'-d 4'-1o 5'-2 3'-a' 9'-9 4'-o' 1.35 95

Properly bond -1"h1s con5truct'1on jo"1n""!' w'1th dowel s-tones or reinforcing bars.

CLEAF B

i-rf' 1'-4'"

3'-o' 1'-4f'

4-o· i'-i' 5-o' 2'-o'

6-r:J' 2'-5"

q. "v" bars perpoet. 9'-r:J5'-2' 5-6 3'-1o'11'-o' 4'-6'1.54 113

IO~d s-5· 5'-9' 3'-11' 12~0· 4'-9" 1. 73 13o

i-0' a'--gf' s-o· 3'-2{

s-o· 3'-7"

10' -ci' 4'-o'

-1 SECTION ON ~ OF BRIDGE

NOTE

Floor oF bridge· shall conform to grade of road. On level grade slope top

MATERIAL REQUIRED


[

?.5\i. E>bls. Cement. t<D.B Cu. Yds. "fo." (l:?.:l\.) Concrete 7!£ Cu. Yds. Sand.

15 Cu. Yds. Stone.

I<O<D7 lbs. Steel Reinforcing Bars.

Mk. N'='

a. 2.0.

b. 2..

c . 17.

TABLE OF BARS

Steel<

f¢ X J5'(0"

L" 1-aR.

Bending Diagram.

7~ o"

d. ?.8 Dovvels in Abutments

-t. IZ. Transverse in 51ab.

h. 10 .. Hori3ontal in Parapets.

v. vertical in Parapets.

ABUTMENTS & WINGS

Clear A w w. L H

s~o" 3'-s" 4'-2" 2'-1" 1'-9"

1o'-d' s'-4" s~11" 3'-oll 12~0"

Cu.Yds. Cu.'lds. 5ond Stone

13 26

17+ 35

APPROVED ... 1:~.} ':1.,.1.~.'2-..L ...

'$_,€<,~ .. BRIDGE ENGINEER.

APPROVED. .. ........................................ .

~SST. CHIEF ENGINEER.


STANDARD of slab fr." per foot.

Depth of foundations to be determined by local conditions.


TYPICAL WING SECTION (FOR STONE ABUTMENTS ONLY) REINFORCED CONCRETE

BRIDGE Wings ma!:J be changed to su"it loco! cond'1tions.

If bed of stream re~uires paving, use <D" of concrete or 8" of stone masonry and

a 1'2." curtain wall of sufficient depth at each end. SPANI2 FT. ROADWAY 18 FT.·

612~8

t'jade by ' wett SZhecked bydi?~.W. 1-16-28.

IM~I:IIIALTRACIHa CLOTll .;UGIUU: DIKn<JKH C.O., INC:., H. Y.

~I .,.I l-

" " 0

(.

0

" 0

0 {<),

I

HALF PLAN I" Gham[er

ELEVATION

1'-o"

rzo'-o"

1" Chamf'er-

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wa L, H. ~1~~~~2B;:~·r.

2.-d' 2c1i 3'-2. 2'-11' 3'-9 2·-o 2'-9 2'-9' 1'-5' o.4s 24

'3'-d' 3'-2' 3'-5 2-11' s'-o" 2'-3 2'-1!" 3'-9" 2'-o' o.s6 32

4'-o" 3-5 3'-8 3'-1" s'-3 2'-9" 2'-1!" 4'-9 2'-3" o.s8 4 ,.

s'-o" ?1-8' 3'-1!" 3'-2' 7'-s" 3'-3 3-·o· s'-9' 2-s· 0-82 s 2

6'-o" 3'-1 i 4'-2' 3'-3' 5'~9· 3'-s' 3'-.2' 1'-·o" 3-o o.9s 6 4

7~d' 4'-i 4'-s" 3'-s" 1o'-o" 4'-o 3'-2" 8'-o' 3'-3" 1.1o 7 7

a'-o" 4'-1o s'-2" 3'-1o 11c3" 4'-s' 3'-1" 9'-o' 3c9' 1.35 100

9'-d' 5-2· s'- 6 3'-1 i 12'-6 4'-9' 3'-8" 1o'-ci" 4co: 1. 54 117

id-o" 5-5 s'-9 4'-i' 13'-s' 5-3· 3'-9"11'-ci' 4'-3 1.73 I3S

<L of Roadwa~ -

Symmetrical abOut

<D" c;,"


NOTE Clear. A B w BridiJe shall conform to grade of _road. On level grade slope top

MATERIAL REQUIRED


ICD.£1. Cu. Yds. "A" (l:i:4) Concrete~z~t 15

Bbls. Cement. Cu. Yds. 5and. Cu. Yds. ·stone.

1<1>71 lbs .. 5+eel Reinfor-cing Bacs.

Mk. N•

a. '2.0

b.

c. 17.

. t. IZ.

h. 10.

v. .30.

T AB.LE OF BARS

5tock.

~·9>', 15'·0"

, .. 12R.

Ji."

Bending Diagram.

1----1~~ .. ---2~0"-"------f...,

_ __..5"''·3"-"-------< ..8 c

z'. t~" 0

~------------~ -~

1---~-4~~--~5~~~~~-"--~ ]

J'.eo~" E :n

<I)

Dowels in ·abutments.

~·~ x 2Q'.Q" Transverse in slab .

{¢ x 14'.9" Mori3ontal in parapets

i"¢ X 4".(o" Vertical in parapets.

ABUTMENTS AND WINGS

w, L H w,. H, Cu.Yds. Bbls. Cu.Yds. Cu.Vds. -~~~?.;'c. Cement Sand. Stone

of slab at least th." per fo~t. 3~o" 2~0" (-41 2'-s" 1'-9" s'-d' 2'-3' 1'·9" 3'-9' 2'-o" 2 1.0 21t 1 o 20 t ·+--2.J----jf---:...2..j Depth of foundationB to be deter-mined b!:J local conditions.

Quantities given are ·based on dimensions shown.

Wi"ngs ma!:l be changed to suit local condit"1ons.

IF bed of stream "re<4~ires paving, use Co"~F concrete or8'of5tonemosonryond·

a l'Z" curtai;, wall· of suf'ficient depth at each end.

SECTION AA

4'-o" 2',4" ,._-., .. 3'-2" 1~9" 6'·3" 2'9" 1'- 9" 4~9" 2~3" 2a.1 361 13! 21 -if---4----=-t-----i

s·:o" 2'-n" 2'-o~ 3'-s" 2'-1" 7'·6:· 3'·3" 1'-9" s'-9'' 2~6" 37.7 49 sst J6t

a'-o" ·4~s" 3'-2! s';r" 2"-lo" 11c3" 4'-6" 2'-s" g'.o" 3'·9" 77.6 root 115 74i"

9~0' 4~11" '3'-7' s'-6" 3'-o" 12~6' 4~9" 2'·7" 10'-o" 4'-o" 94.1 122 ~ 139-} 90 t 10'-o" s'-4" 4-d' s'-n" 3'-3'' 13'-6' s'-3' i-s" n'-d' 4~3" 111.7 145 16S1 1011

APPROVED .t~.i.'::/,J_y~f .... ... S..$..~ ______ BRIDGE ENGINEER

APPROVED.... -------····-------··--- ........................ ..

~- AS.ST.CHIEF ENGINEER


STANDARD


SPANI2 FT. ROADWAYI8 FT. SKEW-75°L

Scales fed"•i'-0" 612-B 75

' .. -/

ecvised 7·Z.3-3Z5tone Masonry W.C.T.

-~ + ' 0 ~ \.)

IMade by-P.F.W

Check<rd by- W. B. H oo· 13 ·Q.7

I HALF PLAN

.J

ELEVATION

r-o .. 18 '-0" Roodwoy .. B .. 2"

Pt'operly bond this cons+ru~tion joint with dowel· stones ot' reinforcing bars.

STONE ABUTMENTS & WINGS MATERIAL REQUIRED

cLEAR A w w, L H w2 L, H, ~~tim ~Y~· 1-----F_L_o_o_R_s_:v_s_T_E_M_A_N_o.,...P.,A-::-cR"'A'"'P_E-::T,.-s_.,...... __ -1 2-d' 2'-1i 3'-2' 2'-1i 4'-g 2'-3 2'-g' 2'-6 1'-5' 0.45 21.0 126 Bbls.Cement

• " • • • • • " ' • ' • • • ' • • • 16.7Cu.Yds.A.(1'2:4)Concre+e. 7lJ.Cu.Yds.S;,nd. 3-0 3-2 3-5 3-1 6-3 2-9 2-10 3-6 1-9 0.56 37.0 4

4'-o" 3-5 3'-6' -J.-i 1'-g' 3'-3' 2~11' 4-6 2'-3 o. 66 47.0 IS"kCu.Yds.Stone.

s'-o" 3-6· 3-oi 3'-4' g'-3 3'-9 3'-o' .5'-6' 2'-s' 6.62 59.o

6'-o" 3·-,-,· 4'-2" 3'-s'oo'-g' 4~3" 3'-1" 5'-5' z'-g" o.gs 12.0

1675 Lbs. Reinforcing Bars.

TABLE OF BARS ark No. Stock Bending Diagram.

r~'s:s .. ~j c I"T . . ,:6r i I " 5! E

. ~

d 3"2 f~xl:s'" Dowels in Abutments.

t 10 ···f. ... ii! X22-6 Tr-ansvet-sfl in Slab.

.. 10 HorizonTal in ParQpe+s.

v ·30" Vertical in .. Pdrapets.

ABUTMENTS & WINGS

Clea~ A B W • W. L H W2 L. H. ~;it~~- c~!~~ ~~~~~ ;~:~!_ 2:o· 2-o· 1.:..4 .. 2'-ci' 1·-9· 4'-9 2·-3· 1·- s· 2 .... 6. ~-~ s· 1a..4 24 a~ 17%-

3:a· 2-o'" 1.:.4t z'-8 1·-9· 6'-3" 2:...9" 1·- 9· 3·- 6' 1·- 9· 23.2 3o 11-} 22i-

4~cf 2-4 1:...7"' 3'-i 2:..1" 7:..9 3'-3' 1·- 9" 4·-6· 2"-:i 31.4 40~ 1s 3oi. s:cr 2:11"' 2:...o"' 3·-a· 2:..5· 9:..3 3:..9 t"-9' s"-Ef 2·-6·· 42.6 ssk 2ot 41 s:o"' 3:6"' 2:.s" 4'- 2· 2'- 9' 10:.. 9 4 :..3· 1·- 9' s·- 6' 2:.. s· 56.3 73 21 s4-.l: 7:o· 4-cf 2.:.9t 4·--;- 3·-o· 12·-3; 4'-9 2._, .. 7:.5· 3:-3· 71.3 gzf,34f 6ef s~o· 4'-s" 3.:..zis'-1" 3·-3· 13:..9· s·-3· z·-3· a·- 6 3:..s" 87.8 114 42:} a4t g~o" 4~11" 3:.7" s'-6' 3'-6· 1s·-3 ?'-92'-s 9'-6· 3:..9· I06.a 13af s1 f io2t 1o~o· s~ .. r 4:.o"' s'-1i 3'-916'-9' 6·-3' 2'- 9' 10'-6 4:..3·129.• 167t 62 124t

~ RT. L ABUTMENT SECTION

ConsT. Jt.


NOTE

F"Joor of bridge shall conform to qYade of road. On level grade slope top of slab at I "east ~-·per foot. Depth of foundoti ons to be determined by local conditions. Quantities given cu·e based on dimensions shoWn. Wings rnoy be chanqed to suit local conditions. lf bed _of. stream rC!!quires paving use 6" of concrete or B'of stone masonry and a IZ1 curtain well

of sufftcaent cfepth at each end.

APPROVED __ _o_~J~t-l_'l~'l. ___ _ ____ €.~~ _BRIDGE ENGINEER.

~S-~~~I;F-;N~~N~ER.

~O~~tAlTH oFPfNNSYL~ ~. • ~1\r-4

DEPARTM ENT OF HIGHWAYS BRIDGE DIVISION

STANDARD


SPANI2FT ROADWAYI8FT. SKEW6Q•L. ·

scALE f& 1~1~o" 612 B- 6 0

Revised 7·23·..32 Stone Masonr-y WC.T.

I

Mode. b!:j : w.B.M Checl<.ed b!:!: IJ!'q..Uf. 12-16·27.

INI'&Iti~L'nOACINQ CLOTH tUQUII:PIIn'ZGitNC:O.,INC.,M.T.

~ + '-0

" 0

0 ·.<J

MATERIAL REQUIRED

STONE ABUTMENTS & WINGS FLOOR SYSTEM AND PARAPETS

CLEAR A W W1 L H Wa La Ha ~~~·~~\~J2\L 17.3 Cu. !JdS. "A" (1:?.:4) Concrete 8 Cu. !:Jds . .Sand. {

'i!r.~ Elbls. Cement.

// <t- of Span

' d)

...

HALF PLAN

'b" bar

t5' o"

\'.(D" r." 5'·1" 10" 5'· \" <." ~- ···~· ' " I" Chamfer

l.= 5 "h" bars per para~e.t~ W

zo'-o'

1'·0" 18'·0~ Roadwa

'2." 8" i'

I" Chamfer

"v" bars

2-0 2'-11 3'-2' 2'-1i s'-0 2'-3 2'-10' 2'-3 1l_g'' 0.45 33.o 3'- 3'-2' 3-5 3'-1" s'-d' z'-9 z'-li 3'-o z'-o' o.ss 44.o

4- 3'-5' 3'-8 3'-2'10-o' 3'-3 3-o" 4'-o" 2'-6' 0.68 se.o

<L of Roadwa!:l

5ymme.trical about <L

"t" bars r." (D"

. I<D Cu. lJds. STone.

1773. Jbs . .Steel Reinforcing Bars.

TABLE OF BARS

Mk, N~ 5tock Bending Diagram.

a. 2.0.

b. 'C.

c. 17.

~·~X 18'·0"

k" I~

7'·CD"

I~"

d. 38. Px 1'-~" Dowels in abutment.

Transverse ·in slab.

h. 10. ~·~. 14'·9" Mori3ontal in parapets.

Vertical in parapets.

APPROVED ______ 1..~,./.~,/.9../!,..£.. ...... -.. ---··--·

__ S:&..~BRIDGE ENGINEER

AP P ROY ED ........... ----···-··-----·-····--·--------·--··---···:-····-··----

~SST. CHIEF ENGINEER

r--j~· --:----~'----1---~~-...l-¥1-\---'----:-- r-~~ p 4 "v" bars per post SLAB & PARAPET DETAILS ABUTMENTS & WINGS

r-- I I I II ! / I ! -, --1- ~-- I I I I I I r--11 ---~----~-----~---~----' !7---:----:--- :---: 1--- I -1 I 1---l 1 I I 1 I I ! 1

'-0 0 0

"v" bars, about

I

ELEVATION

j

\

NOTE SECTION AA

Floor of bridge shall conform to grade of road. On level grade .slope top of slab fr." per foot.

Depth of foundations to be determined by local condition!>.


Wings may be changed to suit local conditions.

IF bed of stream requires paving, use Co" of concrete or 8' of stone masonry and a 1'2' cur+ain

wall of sufficient depth at each end.

Clear A_ B W W1 L

2~o" 2'-o" 2'·Jo" 2'-o" 1'9" 6~o" 2'-3" 1'9" 2'·3" 1~9" 22.4 29

3'-o" 2'·o" 2'-1d' 2'·8" 1'-9" 8'·o" 2~9" 1'9" 3'-o" 2'-o" 28.4

9'-o" 4'-11" 6'11~- s'-6" 3'6" 19'-9" 5~9" 3'-o" s'·6" 4'.9" 129.0 167

10'-o" s'-4' 7'6{ s'·tt" 3'-9" 21'9' 6'·3" 3'-4" 9'-3" s'-o" 154.3


STANDARD


SPAN 12 FT. - ROADWAY 18 FT. SKEW 45•L

Scales i:"&l'•t:a" 612• B 45

12evised 7-23"<32 W. C.T. Stone Masonry.

• . ./

!Made by-P.F.W. . Checked by- W.B.H II·Z8·Z7

JN~O:RI>lt. 'OO~CUUO CLOTN 0:UCI(I(I;OIJ':T2:<;:1(1J CO., I,.C,, N, Y,

-~~---

,:a"

1 1 ''d'ba•s

I I I I I I I I I I

0

""

HALF,PLAN

17 0

ELEVATION

"<0

+ L 0 ~ u


1~0" 18~0"Roadwa 1

30;\:Bbls.Cement.

IS.5 Cu. YdaA"(i :.e:.4-) Concrete 9 Cu.Yds.Sand. 18 Cu.Yds.Stone.

2043 Lbs.ReinJo•cing Ba•s.

TABLE OF BARS.

Mark No. Stock. Bending Diagram.


STONE ABUTMENTS & WINGS CLEA A w wl L H b~f~cf.r 1r~\ 2-o 2'-li 3'-2 2'- Ki 3'-3 . i'-9' 0.4:; 24 3-o 3'-2 3'-5 2'-11' 4'-3

4-c5 3'-5 3'-8 3'-o' s'-6'

s-o 3-8 3-1 i 3-,.. 6'-ii

<i-0' s'-i :;' .. 6 3'-9' 11'-ci lo:.o 5-5 s'-9' 3'-1 i 12~0·

Proper-ly bond this construction with dowel stones Ol'" reirl.forcing


P,.EAF 2':..o'

3'-o"

4-d' s'-o"

6:..0 ..

7:..0 "

s'-o'

9:...o"

1o:..o·

Jt

(Or,15t. Jt.--

SECTION ON Cf. OF BRIDGE

B

,:...4 ..

I "I l-4e

1'-7"

z:..o' 2:..5'

'"I 2-91\

3:_~ 3:..7"

4'-0 ..


NOTE

Floor of bridge shall conform to grade of rood- On level grade slope top of slab at least rn" per foot. Depth _o.f fou':'dations to be deter.rn'med by local conditions. Guant1t1es 91ven are based on dirnens'1on.3 5i1own. Wing::5 may be chan9ed to suit local conditions. If bed of s-tream requit"es poving use 6" of concrete or 8" of e,tone masonry and a l't curtain wall


16·- o" Cl 22

b 2 ... r~'Tz'~~a.-~-rM ..

i Xi9'-o" r--~~ Jt.l;;:

~

c 19

d 28 :r" . .. s X2-0 Dowel5 in Abutments.

t 14-

h 10 f'"x 16:9" Horizonte~l in Pat"'apets.

v .34 ·.f~ 4'-s'' Vel"tical in Pal"apets.

ABUTMENTS & WINGS. u. .. Bbl.s. Cu.Yde.

lear. w w. L H ~B"Conc. A 1:2'2:5' Cemen Sand.

2'-d' 2'-o' 2'-1 ,·_g' 3'-3' ,·_g' 16.1 21 71. 4

3·-a· 2'-o' 2'-8' ,·_g' 4'-3" 2'-d' 20.2 47 9.1 4

4'-o" 2:...4' 3'-i' 1'-9' s'-6" 2'-6' 27.2 3St 13

s'-o' 2'-1i' 3'-8' 1'-9' 6'-6' 2·-9· 36 46i 17t

6'-o" 3:_6' 4'-2' 2·-1 .. 7:6' 3'-3 6if 47.6 23

1'-o' 4'-o· 4'-i' 2'-3' s'-9' 3'-6' 60.3 78* 29

s'-o" 4'-s" 5:... I .. 2'-i 10:..0· 4:..o· 97 i: 36-:l: 75.

9'-o' 4-11 s'-6' 2'- 9 11'-0 4'-3' 91.1 ·11at 43t

1o'-o' s'-4' s'-1i' 3·-o· 12'-ci' 4'-9' 108.7 141 5'2-;l:

APPROVED __ t~L'j.,_L't-~.Ji'_ _ _ .E._e~BRIDGE ENGINEER.

APPROVED ___ ~-----------

~~-ASST.CHIEF ENGINEER.


STANDARD

Cu.Yds. Stone

rsf

19+

26;j:

34~

45t

58

72+

87t

104+


SPAN 14FT. ROADWAY 18FT

(

12cviscd 7·Z3-325tone Masonry W.C.T.

J:

Made by-P.F.W. Checked b - W.D.t-1 "-·l·'Z6

UU'II:f!IAL.TII4CINQCLOTH O:UGUO:DII:TZCI:NCO., INC:o,,.oTo

-~ + '-0

.!! u

' ~ ' · ..

HALF PLAN

14'-o' S an

~ '" + Cl

"' L.. 0 J: Cl

"' 0

."' -,n

ELEVATION

i"chamJer

NOTE.

zo'-o' 18'·0" 12oodway

STONE ABUTMENTS & WINGS CLEAR A w w. L H w. L,

2'-o" 2'-•i 3'-i z'-•1 3'-9' z'-o' 2'-9 2-9 1'-6 o.45 •24 3'-d' 3'-2' 3'-5 2~11" 5'-o z'-3 2'-11' 3'-9 2'-o' o.5a 32

4'-o" 3'-5' 3'-8 3'-1' 6~3 2'-9 2'-1!' 5'-o 2'-:£ o.68 4 2 5'-o" 3'-8" 3'-11' 3'-2' 7~6· 3'-i 3'-1' a'-o" 2~9· o-82 53

6'-d' 3'-11' 4'-2' 3'-3' 8'-9 3'-a' 3'-i 1'-o" 3'-o" o.9 5 6 4 7~d' 4'-i. 4'-5' 3'-5' 10'-o" 4~0 3'-i 8'-d' 3'-3' 1.1 o 7 7


Clear A 8 w 2:..0 2'-_o· 1'-4' 2'-1 "

3·-o 2·- 0 I ''! 1-4. 2-8

Floor of bridse shall conform to 9rode of road. On level grade slope top oJ slab at least ;\;''per foot. 4'-o 2:...4 1·-7· 3'-2

Depth of foundations to be determined by local conditions. Guan+ities given are based on dimensions shown. Wings may be changed to suit local conditions. If bed o.f stream t"eGuires paving, use 6"of cone rete or 8

1

of etohe masonry and a 1'2: curtain wall of sufficient depth at each end.

Properly bond this Construction Joint w•th Dowel 5tones or 12einforcing Bars.

SECTION AA

5-0 2-11

6'-0 3'-6'

1'-o 4·-o

8'-0 4-5

2'-o' 3-8

2'-5' 4-2 I "!

2-9. 4'-7'

3- ·~ 5·- j'


19.6 Cu.Yd.s.'A:'(1'2'4)Concrete 9 Cu.Yds.Sand.

1

30;\:Bbls.Cement

18 Cu.Yds.Stone.

2047Lbs.Reinforcing Bors.

TABLE OF BARS.

Mark No. Stock.

a 22 , .. ¢ ... a X 17-0

b 2

c IS

d 28

t 14 ~·'!6Xzo'-o"' Transverse in Slob.

h 10 f'¢x 16:9 .. Horizontal in Parapets.

v 34 ·f X 4'-6" Vertical in Parapets.

ABUTMENTS&WINGS.

w, L H Wa L,

1'-9 3'-9 2-0 1'-9 2'- 9' 1'- 6'

1'-9 5'-6' 2:...3 1'-9 3-9 2'-o 10

1'-9 6'-3 2-9 1'-9' 5'-o' 2'-3 28.4 13i

2'- j' 7-6 3'-3 .I -9 6-0 2'-9 38.0 49~ 18-i'

2'-3 8'-9 3:..6 I'-ll' 7'-6' 3._0. 49.6 64;! 23t

2'-i 10:...0' 4:...0 2'-1 " 8'-o' 3-3 62.7 81I 30-:i-

2-10 11-3 4'-6 2'-5' 9:...0 3'-9 77.7 1oot 37t

1224 45t

146 54

APPROVED ___ 1-:_~-)_~,_}_~;,\,~--~-ce~---BRIDGE ENGINEER.

APPROVED _____ ----------------------

~ __ ASST.CHIEF ENGINEER.


~ .. +

.1" 1.,.

20t

27t

36t

47 t 60 * 74t

91

108 t

STANDARD


SPAN 14FT. RO~DWAYI8FT. SKEW75L

scALE~·a. 1~1:o" 614 B-75

!2ev'1eed 7-23·325tone Ma:5onry WC:T.

(

Made by-P.F:W.

Cheoked by- W.e.H. 10·1~·27.

HALF PLAN ...J

ELEVATION

= ·en

., ._,_

eo'- a'

STONE ABUTMENTS & WINGS. CLEAR A w w. L H w. L. H. ·~Hf ~31~~ 2-o 2'-li 3'-i 2-11' 4-g" 2'-:i 2-g' 2-6. 1'-6' o:45 21.0

3-0' 3'-2' 3'-s 3'-t" 5'-3" 2-9 2'-1ci 3'-6 1'-g 0-56 37.o

4-0 3'-s' 3-e' 3-i 7'-9 3'-3" 2'-1f 4'-6' 2'-3' o.6e 47.o

s'-d' 3'-8 3'-li' 3'-4 g'-3" 3-9 3'-0 s'-6 2'-s· o.a2 se.o s'-d' 3'-1f 4'-2." 3'-5"10'-g" _4_'-3" 3'-1" s'-6h 2-g'! o.95 72.o

1'- d 4'-2" 4'-s' 3'-7" 12'-3" '4'-9· 3'-.i 7'-5~ 3'-3· 1. 1 o a7.o

a'-d' 4'-10' 5'-2 4'-1' •3-s" s'-3 3'-i' e'-s" 3'=s' 1.35 112.0

9'-o' s'-2' 5-6 4'-2' 15'-3' s'-s' 3'-1 s'-f; ·3'-s' 1.54 132.o

10'-o" s'-s' s-9 4'-4'is'-g 5'-3' 3'-9'1o'-s' 4'-3' 1.73155.0

SLAB & PARAPET DETAiLS

MATERIAL REQUIRED.


I 30;;:Bbfs.Cement;

19.8 Cu. Yds.A .. (1•2:4 )concre1"e 9 ;j:.Cu.Yds.Sand 18 1 Cu.Yc/s.51"one,

TABLE OF BARS

ark . No. Stock ~~ndin~ Diagram.

a

b

c

d

t

h

v

22 1.""~ ... 8 xn:-o

16.- o""

3.2 ~"~z:o·· D~vvels in Abutmen+;S

1.2 f~.aa·-s·· Tran.sv~,...se in Sldb.-

ABUTMENTS & WINGS.

If

Clear; A B W· Wo L H Wz L, Ho Cu.Yds. Cu.Yds. Sand. S:tone.

lit 22 t 15t 3ot

Properly b~nd th_is const;uction Join+ dowel .stones Or" r"einjorc1ng bars.

5-o· :.2~11" 2:..o· 3·-a· 2·-5· 9·-3· 3·-9 1·-9· 5·-s· 2:..s· 42 · 55i 2ot 41:

6~0· 3'-6" 2!..5" 4"-2' 2·.:g· i(>"-9" 4"-3 ,._ 9" 6'- 6" p.::.. 9" 56. 73t 27;}. 54-f.


NOTE

Floor of b,....idge shall conform to grade of road.On level g'rade slope t-op of slab at least -/6"per Joot.-.. Depth of foundations to be determined by local condition~. Quonfitie.s -given ore based on dimensions shown. Wings may b« changed to 'suit local conditions. If bed of stream requires paving u"e 6'' of concreTe or 8" of s+one masonry ond a l'i curtain wall


34t saf 42± 84f

51y 103

APPROVED __ Q ~ 1~,_1. q_ ~ __ _ _ _ S, e~ _BRIDGE ENGINEER.

~~~~;E~~I~EER.

~o~'Nf.AlTH o• PENNSYL~& .~ • (4~4


STANDARD


SPAN 14FT. ROADWAYI8 FT SKEW6QOL.

SCALEl;~·&I:I~O.. 6148-60

/ \

J::?cvised 7-Z.3·.32S+one Moeonr-y W.C.T.

:~~· ~· .. ..

Mode by-P.F.W. Checked by- W-5.1t l'l.-17-Z7

UCI'II:IUAL'T1'14C:II'IO CLOTH II:UCIDII;DI.:TZOI:I'ICD,, INC:., H.Y,

·o -.Q

HALF PLAN

ELEVATION

- cr>

l"cnamfer

NOTE

STONE ABUTMENTS & WINGS CU.YOS.;.I TOTAL

cLEAR A W w, L H w. L, H, 6~~~~~~h'ii'ovA'1-~'r 2'-.o 2'-1i 3'-2 2'-1'i e'-3' 2'-3 2~10 z'-3 1'-ri o.4sj33.o 3-d' 3'-i 3'-5 3'- !" 8'-3 2-9 2-li 3'-3 2'-3' o.sel45-o 4'-d' 3'-5 3~8 3'-210-3" 3'-3' 3'-o 4'-o' 2'-6'o.e8ls1.o 5'-d' 3°-8' 3'-d 3-412-:l' 3'-9 3'-2 s'-o 3-o 0.82t72.0 s'- d' 3'-1 i' 4'-2' 3'- 5 14'-3' 4'-3' 3·- 3 s'- 9' 3'- 6' o. 9 s 88- o 7'- (f 4'-2' 4~5' 3'-1 16'-o' 4'-9' 3'-4' 6'-9 3'-9" 1. 1 o 106. o a'- d' ~·_,c)' s'-2 4'- !"18'-o s'-3 3'-9" 7'-6 4'-3"1'· 35135. o 9'- d s'-2' s'-6 4'-2 2o-o' s~9 3~d 8'-6 4'-9 ,_54 ,,6o. o 10'-d' s'-5' s'-9' 4'-Li2z~o" 6'-3 4'-o 9'--i. s-o 1. 73186.o

Driving Sur"foce


floor of }.,ridge snail conform to grade of road. On level grade slope top of slab at least lEi pe ... Joot. Clear A B w

Depth of foundations to be de+e.rmine? by local conditions. Quantities given ore based on d1mens1ons .s~own~

z:.ci· z'-o' 1:...4 z'-i' Wings rnoy be changed to sui+ local cond1t1ons. , . IJ bed of stream reguire5 paving use 6"of concrete or B.' of" stone masonry and a IZ curta1n wall

oJ sufficient depth at each end.

Properly bond this con~+ruction joint with dowel stones or reinfor-cing bar-s

SECTION AA

3-0 z·-a· 1'- .. , z:...a 2

Mark

b

c

d


131~Bbls.Cement

20.5 Cu. Yds.'A'(I: 2:4-) Cone rete 9 iCu.Yds. Sand. 18 Cu.Yds. Stone.

2173 Lbs. Reinforcing Bars

TABLE OF BARS

No. Stock Bendin9 Diagt"'om

11'- o" 22

.. ;_ . " ! XIB·O

2 7"~ ...

8 xzo-o

'-!til • .. • " • •• -

-~-6 1·6 -5-6 - -~ . .. I ~ : . 1~ 9~6 t

" '' I = ' ~

19

38 Dowels in Abutments."

t 10 Tron.sverse in Slob.


v 34 Vertical in Parapets.

APPROVED __ "l-!_~._/ _ _'':ftf!)'__~f- _-

__ §_~.:.~BRIDGE ENGINE~R-APPROVED ______________________ _

~.CHIEF ENGINEER.

ABUTMENTS & WINGS w,

1:...9 1'-9

L H Wa 'L• H,

s'-3 z'-3 e'-3' z'-9'


STANDARD


SPANI4FT. ROADWAYI8FT SKEW45°L.

6146-45

(

----.---.- -~.-<t.-= of Roadw:_:a:;!!,___-'---;-;-,-r---i-+-·i--1--l---,--; =---+--- _---,-- ---.- _

Made by ' W.El.H Checked by: O!~U/. 10-20-27

I,.PI;IHALTIUCIHGCLOTH EUGCI<F. Do.:r.r.cO::H CO., I~C., H. Y.

A

I I I I I

I I I ·I

:3'·!3''

"a'' bars

"c" bars

ICD'·o~· S an

4" x 4!' Ora'tns <1.. of Span

HALF PLAN

Jo;o'.o" ·-----------

bars,about

ELEVATION

!.. 0

"' u

I I I I I I I I I

£\.. "v" bars per post

zoCo" r;;:- ~- -----------------------_-___ -_ --------~~~---_--_--_--_-__ -__ 1"'8'----'' 0" Roadwa~

li' 8" '2

I" Chamfer

<t. of Roadway j Symmetncal about this~

"h" bars


STONE ABUTMENTS & WINGS CLEAR A w w. L H ~~~I~· ~~l'g~, 2-r:S 2

1-li ~·-3 2'-1ci 3'-6' 1'-9" D-45 24

3'-o• 3'-2" 3'-6" 2-d 4'-aw 2-3 o.se 32

4'-d' 3'-'::; 3'-e" 3'-o" s•-a• 2'-6 o.ea 4 1

5'-o' 3'-8 4'-o 3'-t' 6~6· 2-9· o.a2 so

6'-0 31-11' 4'-3' 3'-z' 7~9· 3'-3' 0-95 62

i-o 4-i 4'-6" 3'-3 a~9· 3-6 ,_ 10 74

e'-0 4-10 5-3 3'-a"' 10'-o" 4'-0 1.35 98

9'-o s'-i s'-s' 3'-9" 11'-o' 4'-3' 1. 54 1 14

1o'-o ,;~,; s~to 3'-1 i 12~0 4.~9· 1. 73 133

Properly bond +his cons+ru j01nt with dowel stones or re'•nf'orclng bars.

Ho'·()" Spa,. ________ _

SECTION ON <k. OF BRIDGE

NOTE

floor of bridge shall conform to grade of rood. On level grade slope top of slob

B

3'-o" 1~4f

4'-o" 1'- 7''

5-ci' i-6'

6'-d' 2'- 5' 7~0" 2~9t"

s'-o" 3~2f

9:...o" 3'-7"

10~o" 4'-o"

at least -Ia," per foot

MATERIAL REQUIRED


{;;s~ Bbl5. Cement.

z;; Cu. yds Ct. "!'\' (I •?.•4) Cone. 10~ Cu. yds. Sand Zl Cu. yds. Stone.

Z4CO."> lbs. Steel Reinforcing Bars.

TABLE OF BARS

Stock Bending Diagram. 8'·10~"

Q. 1~. t"¢, !<:)'.,:>)' 1'8" ~~R.

b. z.

c. lCD. t"¢, zo'-o"

Dowels in abutments.

Transverse in slob.

h. lO. lf'i>, 18'· '3" Mori3ontal in parapets.

Vertical in parapets.

ABUTMENTS & WINGS

Clear A w Wo L H Cu.Yds. Bb\s. Cu.Yds. Cu.Yds. ~~7'~~~~e. Cement. Sand Stone.

2~0" 2'-d' 2'-2" 1~9" 3'-6" 1'-9" 16.5 21 t 3'-ci' 2'-d' 2~9" 1:.9" 4-6" 2'-3" 20.8 27

4-d' 2'-4' 3-:3' 1'-9' 5'-6" 2'-6' 27.2 35~

5'-o' 2'-11" 3'-9' t'-9' 6'-6" 2'-g" 36.2 47

7~ o" 4'-ci' 4~8" 2'-3' 8~9" ?.i-s" 60.5 78 t 8'-ci' 4~5· 5'-t" 2'-i' 1o~o'' 4'o" 75.5 98

1o'-ci' 5'-4' s'-o" 3'-ci' 12:0" 4:9" 109. 1 141 +

APPROVED . .... 1:~/~t-1. 'T..-~~

.... £~~BRIDGE ENGINEER

APPROVED .............................................................. .

~ASST.CHIEF ENGINEER


8 15-;}

10 20

13 26;):

17{: 3 5

29 5si 36 i- 72 ~ 43 i 87~

Depth of foundations to be determined b!:J local conditions.

<¥uantities given are based on dimensions shown.

TYPICAL WING SECTION (F'OR STONE ABUTMENTS ONL.Y)

STANDARD

ReiNFORCeD CONCReTe BRIDGe Wings mo!J be changed tl' suit local conditions.

If bed of stream re'luiras paving, use <D" of concrete or 8" s+one nnosonry and ate' curtain

wall of sufficient depth at ea.ch end. SPANI6 FT.

Scales -.k" 8c I",. 1'·0"

ROADWAYI8 FT.

616-8

Rev'1sed 7·23·32 5tone Masonry WC.T.

Made by 'W.EI.t-1

<t- of

+ ~

0 u 0

. Checked by '(J!;;t..U/. 12-28-27.

IW~II:RIIU,. TIIACING CLOTH II:UQI:HII: DIETJ;GEI{CO,, INC,, H. Y.

u;'-7" 1---~--------·-·------ f....---------

1G,'-o" Span./ ~--------Symmetrical

HALF PLAN

I'· CD" <D" 7~ J" to" 7'·1"

5 "h" bars per

-~----~---~---~--

--r-----1---+---t---11-·f-Jit-+ l¥=fl====!=~==l=dl

c 0

" 6

ELEVATION

~1 . L a Q)

u

L a

" u

bar5 per post

1'·0"

zo'-o"

I" Chamfer

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wa L 1 z'-o" z'-1i 3'-i·2'-1i 4'-o

3'-o" 3'-2'' 3'-e' 2'-1 !' s'-o

42

53

6'-o" 3'-1 I 4'-3" 3'-3" e'-g' 3'-e' 3'-2' 1'-o" 3'-o' ·0.95 6 4

7'-o" 4'-2" 4'-e" 3'-s 10'-o' 4'-o 3~2· e'-o" 3'-3' 1.10 7 8

8'-o" 4'-1ci s'-3" 3~1d 11'-3' 4'-e' 3-7· g'-o 3'-g' 1.35 100

9'-d' 5-2 s'-6 3'-1 i 12'-e' 4'-g" 3-8 10'-o" 4'-o" 1.54 1 1 7

10'-o" s'-5 s'-16 4'-1"13'-g" s'-3 3~9'11'-o" 4'-3' 1.13 137

<t- of Roadwa!:l

MATERIAL REQUIRED


"W.I 1.35~ Bbls. Cement

Cu. ;Jds. "A"' (I' Z' 4) Concrete 10~ Cu. ;Jds . .Sand 2.14 Cu. ;jds. Stone.

Z£1.79 1bs. Steel Reinforcing Bars.

TABLE OF BARS MK. N~ Stock Bending Diagram.

Q.

b.

c. IG,. ("¢, ZO'-.Y'

d. 2.8 ~''¢)(. '2.'·0" Dowels in abutmentS.

t. 10. -f¢x 2.0'·0 Transverse in slab.

h. 10. -&'~x 15'-9" Mori3ontal in parapets

v. 34. -i;"olx £1.'-G>" Vertical in parapets.

SLAB & PARAPET DETAILS ABUTMENTS AND WINGS

NOTE B H w A Wa Ho ~~~ t_~~-- Bbls. Cu. yds. Cu. yds.

1 ,~~, 5 Cement. Sand Stone. Clear WI L

2:d' 2'-o" i'-4· 2'-2" 1~9" 4'-o" 2'-o" 1~9" 3'-o" 1'·9" 16.9 22 Fl.oor of bridge shall conform to grade of road . On level

3'-o" 2'-o" !'-4f z'·s" 1~9" s~o" 2'-3" 1'-9" 4-o" 2'-o" 21.4 21-;} 10{- .aot grade. slope top of slab k." per foot.

Depth of foundations to be determined b!:J local conditions.

Quantities given ore based on dimensions shown.

13-f 27

Wings ma!:J be changed to suit local conditions.

If bed of stream req.uires paving, uee CO" of concrete or 8"

of stone masonr'd and a 12' curta·,n wal I of suff1c1en+ depth

at· eoch end.

s'-o' 2'·11" z'- o" 3'-9" 2'·1" 7'-6' 3'-3" 1'-9" 6'-o" 2'-9' 38.1 49f 18{- 36?r

6~o" 3'-6" 2'- 5' 4'-3" 2'·3" 8-9" 3'-6" 1'-11" 1~o" 3'-d' I so.o s s · 24 48·.

5'-o" 4'-s" 3'-2f s'-1" 2'·10 11'-3" 4:5· 2'·s" 9'-o" 3~9·· 77.8 101

9'-o" 4'-11" 3'- i' s'-7" 3-o" 12'·6" 4'·9" 2~7" 1o~o" 4'-o" 94-7 123 91

1o:o" s'-4" 4'- o" 6'·o" 3·3" 13'-9" s'-3' 2~8· 11'-o" 4~3" 112.s 14si- 54-;j:- 108y

APPROVED .... t~J.'i.,J.c:'t.b.?L: .............. . Constr. Joint J+

.Se.~ .... BRIDGE ENGINEER

SECTION AA

APPROVED ............................................................................ .

~--- ASST.CHIEF ENGINEER


STANDARD


SPANI6 FT. ROADWAYI8 FT. SKEW ... 7Sol

5ca1es ~·ecl"d~O" 616 ~ B 75

I ..

Revised 7·Z3·32 S+one Masonry WC.T.

'o;t ·' + '-g

... , •• ,. ,,_.,w Checkecl b - W.E\.M 10·15·~7. .. ,.,....._ .. """"~aco.oo~

""'""····"·

... 0 <ll

<..>

... ;,

HALF PLAN .J:

J9'ci'

ELEVATION

A

-o· 8"

'20'-o' IS'-0" Roodwoy

STONE ABUTMENTS & WINGS cLEAR A W W, L H w. L1 H1 :;~~-?i'B't ~8o"iBi: 2'-d' 2-d 3'-3 2'-11" 5-o· 2-3' 2-g' 2-g' o'-s' 0.45 28.0

3'-o" :3-i 3'-s" 3'-o' s'-s' 2'-g' 2-u' 3'-g' 2-o' 0-56 37-o

4'-o" 31

-51

3'-91

3'-2" a·-o· 3':..3n 2'-rr' 4'-9n 21-3

110-68 47.0

5-d' 3-8' 4'-o' 3'-4' g'-s' 3'-g' 3':o" 5'-g" 2'-s" 0-82 so.o

6'-d' :3~1( 4'-3 3'-5' 11~o" 4'-3' 3'-i s'-g" 3-o o.95 73.o

7'- d' .{:.;! 4'-6" 3'-1' 12'-s" 4'-g" 3'-i 1'-g" 3'-3" 1.10 89.o

a'-d' 4-loTI 4-o" 14'-o" 5'-3' 3'-1' 8'-g' 3-s' 1.3·5 113.o

9'-d' s'-i' 5'-6' 4'-i 1s-s" s'-g' 3'-9" 9'-g" 4~o· 1.54 134-0

10'- o" s'-5' 5'-10' 4'-4' 11~o· s'-3' 3'-9' lo'-9' 4'-3" 1. 73 1ss.o

-~ Ji -~ 0. ;jl'


doweJCi"'

· Pt'opel"'\y· bond this construction J"oin1 with dowel storie,S or r~in".fot"C.mg bars.

Clear. A e""

3·-a· 2:o·

4'-ci' 2'-4: s'-o" 2'-1r:' 2'-d' 6'-o· 3·-6··

7'-·o· 4·-o"

a'-o' 4·~s:·.

.w 2'-2

2'- 9 3'-3'

3'-9'

4'-.3'



NOTE

floor of bridse shall conform to srade of rood. On level grocle slope top of slob ot least If," per fooT. Depth of foundations to be de+ermined by local conditions. Q uantitie5 given ore based on dimensions shown. Wings may be changed to suit local condition3. If bed of stream requil"'es paving use 6'' of concrete or 8"of s-tone moeonry and a !'2" curtain wall

of sufficient depth at eoch end.


2 3.3 Cu. Yds.X(1•2•4) Concrete I 3 6 4 Bbls.Cemen t. JO:! Cu. Yds.Sand. 2 It Cu.Yds.S.tone.

2477 Lbs.Reinforcing Bars.

TABLE OF BARS.

ark No. Stock. Bend·in~ Diagr<=Jm.

IT-S"

a 19 (~! 19~3 ..

b 2 . ,·?x 21:3 ..

~

d<2o:o"' .E

c 16 . E

~ d 32

};"" . .. ,_J( 2-0 Dowels in AbU+ments

t 14 f~·za:E'." TYansverse in Slab,

·h -10 · f;x Ja·-9·'. Horizontdl in PQI"apet

v 34 f~x 4'-6- ~er,tica! in Parapet·

ABUTMENTS& WINGS w, L H w. L, .H,

u. ds. ·a~conc. J<2Yo~:s

I -9' s'-o' 2'-:3" 1'-9' 2'-9 1·-5· 18.2

Bbls. Cu.Yds. Cu.Yds. ement Sand Stone

J'-9' ·6'-6': · 2-9 I'- 9' 3'-9' 2'-6' 24.3

2'-1 ..

~:..o· 3'-:3' 1'- 9' 4"-9' a'-:3' 42 15+ 32.4

2'-5 9'-6' 3'-9 J'-9' s·-9- 2'- 6' 44.0 57 21{- 42t

2'-9" ,i:..o· 4'-3' ,:....,, .. s'-9' 3·-o· 27t 57.7 75

94f 35 7ot

116t 43 as..!..

142-} 52t 1osf

APPROVED __ Q_c;,:I-J~5t-~7- __ _ _ _ t;_e~ _BRIDGE ENGINEER

~~~~I~F-E~~~EER

~o~~£ALTH OFPENNsYL~ ~ • ~49-4


STANDARD


SPANI6 FT. ROADWAY! 8FT SKEW6Q

0

L.

SCALE~;fa.1~1:o" 616 B- 60

12cv;ood 7·23-32 5+one Masonry WC:r.

Made by' W.6.M CnecKed by, Cl'.~.w. 12-12-27.

IIINII.IALTRACUIOCLOTH ~UOilHII:OIE'l'ZGENCO., INC,, N.Y,

x 4" drain

HALF

,_ c " i3

PLAN

19'-0'

ELEVATION


eo'-o"

<t. of Roadway J '

Symmetrical about


{

'67 Bbls. Cement

'2.4- Cu. yds. Class 'A" (l,z,q.) Cone. II Cu. yds. 5and 2.'1! Cu. !,Jd5. 5tone.

TABLE OF BARS

MK. NO Stock Bending Diagram.

'?J'·4~"

a 1':> !"six '2.0'·3" I'll"

'l~"R. G>'-3"

b 1" 0 x zz'-3" '1!'-5"

c lCD

d 38 %""• z'-o" Dowels in abutments.

t 1'2. J{'¢ X 2.7: G/' Transverse in .slab.

h 10 lf'¢x 18'-~" Moriz,ontal in parapets .

v 34 .~z··,)( 4'-Co" Vertical ·in parapets


q.. "v 11 bars per post

SECTION AA

NOTE Floor of bridge shall conform to grade of road. On level grade alope top of slab at

least Xao" per foot.

Depth of foundations to be determined by local conditions.


Wings may be changed to suit local conditions.

If bed of stream req_uires paving, use CD" of concrete or 8' of stone masonry and a 1'2'curta·Jn

wall of sufficient depth at each end.

Clear. A B w w. ABUTMENTS & WINGS

L H w .. Cu. 'fds. Bbls. ~~~~~~~c. Cement

2~0 2'-d' 2~1d' 2~2'' 1'-9" s'-s" 2'-3" 1'-9" 2'-3" 1'-9" 22.1

3'o" 2'-o" 2'-1d' 2'-9" l'-9" s'-s" 2'9' 1'-9' 3-3' 2'-3" 29.2

9~o" 4'-u" s'-uf s'-7" 3'-s" 20'-'3' s's" 3'-o" s'-s" 4'-9" 13 1.3

1 o~o" s'-4'' 1:sr s'-o" 3'-9" 22-d' s'-3" 3'-1" 9'-3" s'-o" 1s s.4 20 1

APPROVED .... ____ l_~pjt.l_lf-!,_'i_

. -----~-$.~ BRIDGE ENGINEER

APPROVED .................................................................. .

.~CHIEF ENGINEER


STANDARD


SPANI6 FT:- ROADWAYI8 FT. SKEW 45"L

Scales %"& 1"~1'-0" 616"" B 45

Rev'ooed 7-23-32WC.T. !Hone Ma,.onry.

5ymrnetrical

10 _,

~-

+ "-0

" lJI

A

1~3·

I I I I I I I

I I I I

1 .. 1

~ I I I I 2~0"

I I

"-0

" o, I

'-1-~..---J--f----....._,_-l i' I

·~I ~--~~-------L

·- _ . ./

'

Made by-P.F.W. Checked by-w.a.H IO-Z0·•7·

''c"bar-s

'O"'bars.

4"X4"Droin

/8:

'

~ ~

0 ·c, "' ~.

HALFI PLAN

I

I

per po-5t

ELEVATION.

" 8"'


NOTE

/8~0"Roodwoy

'(::"'bars


STONE ABUTMENTS & WINGS CLEAR A w wl L H ~~i~~a 3-o 3'-i 3'-6 i-1i 4·-6· 2~3 o.56 33

4-o 3'-5 3·-9· 3'-o 5'-9 2~6· o. 68 4 2

s'-o 3'-8 4'-o· 3~2· s-9· 3~o· o.82 53

6'-c5 3°-li 4'-3 3'-i s:ci 3'-3' 0.95 65

1~0 4'-i 4'-6' 3'-4' 9'-o 3'-9' 1.10 78

8'-o 4'-Ki 5~4· 3~s'1o'-o' 4-o' 1.35 99

S-0 5'-i. 5-7' 3'-ICi 11'-3' 4-6 1.54 II 6

lo'-d' s'-5 5'-1i 3'-1 i 12'-i 4'-9 1. 73 135

11'-0' s'-4 6'-10 4'-5 13-6 5-3· 2.10 169 'o -,;,

:c:tbars

I I

j go lr

0

'Ill

Properly bond ih'os construction joint with dowel s-tones Or reinforc·,ng bor5.

Clear B

3-0 1'-4~

4·-o· 1'-7

s'-o' 2'-d' 6:..~)' 2:..5"

7:..0· 2'-9~ , , , .. ,

8-o 3-2z

g:...Q' 3'-7"

10'-o" 4'-o"

~~·-o· 4·- 5 ..

RT. L ABUTMENT SECTION - ··- --- --

SECTION ON~ OF BRIDGE.

Floor of bridge shalt conform to grade of rood. On level grade slope top of slob at lea5t fe:''per foot. Depth of foundations to be determined by local conditions. Guontitie.:; given or-e based on dimensions shown. Wings rna':J be char:ged to .suit local conditions. If bed of stream requir-es pavin~ use 6"oj concr-ete or 5• of atone moeon.-y and a 1e• curtain wall

of sufJo'cient depth at each end.


143 ~ Bbls.Cement 28.2 Cu.Yds.'A" (1,2•4) Can crete 13 Cu.Ydo.Sond.

26 Cu.Yds.Stone.

2B3B Lbs.Reinforcin'3 Bars.

TABLE OF BARS.

Mark. No. Stock. Bending Diagram.

19'- 9"

a 2.0 ~-~21:3"

b 2. i'-X2.3~6 .. s" Ia

"' :t''j=g ,,. lH c 17 I""X21~9·· . ~aF .]: N >

I!' ".!. . t_g " .

d 28 r·~x 2:o" Dowels in Abutments.

t /B r~x /9:6·· Transverse in Slob.

h 10 r· xz1:3" H orizonta/ in Parapet-5.

v 44 fx4~6·· Vel"tical in Parapets.

ABUTMENTS & WINGS. Cu.Yds. Bbls. Cu.Yds. Cu. Yda clear w, L H B""Co"c. A w p<!;y.r;:S Cement Sand. STone.

3:..0 ..

2:..o" 2'-1o' 2'- a· 4:_6· 2'-3" 21~ 27t lOt 20~ 4'-o' 2'-4' 3'-4 2·-o 5'-9' 2'-6' 28t 36~ 13~ 27t

5:._0 ..

2:..11 ..

3'-uj 2'-o· 6-9 3 ._ ci' 37* 49 18± 36t

s:..o·· 3:._6" 4'-4' 2'-1 .. 8·-o· 3'-3' 49t 62* 23i 47i

7:0 ..

4:.0 ..

4'-s" 2'-5" 9'- d' 3'-9' G2t 81± 30 so±

8:..o ..

4:..5 .. 5'-2' 2:..i 10'- ci' 4:..0· 76t 99 36j 73:f

s:.o ..

4'-11" s'-7' 2'-1<) u·- 3 4'-6' 93t 12if 45 sot

10:.0 ..

5:.4 .. 6 ._ ci' 3:._0· li-3' 4'-9' Ill 144 ~3+ lost-

11.:.0 ..

5:..9 ..

6:..6' 3'-3' 13'-6' 5'-3' 132{ 172;f 63t 124t

APPROVED __ "f~l-"-4_1-~ ~f"- __ _ Jt --~E~--BRIDGE ENGINEER.

APPROVED ___ ---------------

~ASST.CHIEF ENGINEER.

~0\\~tALTH OFPfNNsyl.~ ~ • ,.,tW4


STANDARD


SPANI8FT. ROADWAYI8 FT.

I" .. I ..

SCALE 2 & 1·1-0 618-B

Revi5ed 7-23-32 S+one Masonry WC.T.

Made by-P.F.W. Checkedby-W.EHI 'Z.+'Z-8

11lPEJtiAt.TftACINO a.on1 •uGIDI.DIK'nGIDICO.,INC:.,NoY.

I

;--r--,--Lr+.--r--.,rr----"<£._o~~ ~ ~-. h'-+-+--++-.1---hrl~··c··bars I I

,' I ''d'bars I 1

A

HALF PLAN

ELEVATION

STONE ABUTMENTS & WINGS CLEAR A w WI L H w. L,

MATERIAL REQUIRED. FLOOR SYSTEM AND PARAPETS.

0.56 2'-11" s'-o 2':.3 0.68 :3- I 6'-3 2-9 0.82

3'-z' 7'-3 3'-o 0.95

3'-d'

54

ss

.. .. 143 i Bbls.Cement. 28.2Cu.Yds.A(1•2•4)Concrete. 13 Cu.Yds.Sand.

2.6 Cu.Yds.Stone.

2844Lbs.Reinforcing Bars.

!8~0~ Roodwoy 1'-d' 4'-2 4'- 5' 3'- 5' 1o'-3' 4'-d' 8 o 3'-3 8'-3 3'-6 1.10 TABLE OF BARS.

8-d' 4'-1ci 5'-4 3~16 11'-6 4-6 ·1o 1 3'-7" g'-3 :3-g' 1.35 Mark. No. Stack. Bending Diagram.

9'-d' 5'-i .s'-i' 4'-o" 12'-g" .s'-6 1 I 9 1o-o' .s'-5' 5'-1t"4'-t"14'-ci' 5'-3 138

3'-e" I0'-3' 4'-o 1.54 3'-lci' 11'-3" 4~6" 1.73 t"~x 21:3"

I~J'- 9"

a 20

11'-o' 6-4" 5'-1ci 4'-7' 1s'-:3' 5'-9' 4'-3 12'-i -4'-9' 2.1o 1 17

b 2 (~ 23:6" 1{

... . .. c 17 I X 21-9

d 28 ;J."~ • .. 4 X 2-0 Dowels in Abutments.

t 18 Tronsverse in Slab.


v 44 -f'X4'c6" Vertical in Parapets.

SLAB.& PARAPET DETAILS

ABUTMENTS& WINGS.

Clear A B w w. L H w. Lo

NOTE. 3~0 2·-o· 2.:.1ci' 2:..0· 5-3 2'-6 2:..0 4'-ci' 2:...0·

Floor of bridge shall conform ·to 9rade of ro_ad.On level 'lrade slope top oJ slab ot least~- per foot. _

4:..0 2'-4 2:..0 s:..6' 2:..9' 2~0· 5:... ci' 2'-3' 292 38 14 28

Depth of foundations to be determined by local condit'1ons. Quantities given are bos'ed on dimensions shown. Wings may be chariged to suit local conditions. If bed of stream requires paving, use 6"of concrete or e• of sTone masonry and a 1e" curtain wall

af sufficient depth ct each end. ·

~ 0,

.----1--'roc>erlv bond -this const-ruction joint .. B+onee or re'1nforcing bars.

SECTION AA

5~0 2:... i' 7:....9 3-3 2:..0 s'-3' 2'-s' 39.3 51 19 37!-

s-o 51.3 sst 24t 49.L 2'-5 9:..o 3:_9' z'-o 7:_.3' 3'-a·

1:..o 4'-o 2:. ·~ 4'-9' 2'-i'1o:...3· 4:...ci' 2'-.J' 8'-3' 3:..6 s4.s 8Jt 31 62

8:._0 4'-s 3'-2·~ 5'-i. 2:..10 11.:..6 4-S 2-5 9'.,.-j' 3-9 79.II02i 38 76

g.'-o 4:..11' 3'-7' s'--7' 3'- i' 12'-9 s:..o 2'-i lo-3' 4:..0 96.5 125~ 46y 92i

IO:..O 5:...4 4'-o' s'-o 3-3 14-0 5-3 2-10 n'-3' 4:..6114.8149 551

110t

11:..0 5'-s 4:..5' s'-6 3'-6'15'-i 5:..9· 3:..0 12'-:i 4'-9 135.9 116~ s!>t 130t

APPROVED __ 'f-~j_"':f_,l~t..C_ _SJ;~_BRIDGE ENGINEER.

APPROVED ____________________ _

~ASST. CHIEF ENGINEER .


STANDARD


SPANI8FT ROADWAYI8FT. SKEW75oL

scALE f& 1:1:.0" 618 B- 7 5

Jeevised 7-23-.32 54-one Moaonry W.C.T.

(

ELEVATION

Made by- P.F.W. Checked by- w.B.H IO·I~·Z7

~~ . '-0

" 0

L 0

"' 0

-~ >t?s:\m'. A

STONE ABUTMENTS & WINGS CU.YOS. TOTAL

CLEAR A w w, L H w. L, H, bf,ggE~~~~ITi: 3'-d' 3'-2' 3'-6 3-2 5'-9' 3'-o" 2'-n' 3-g" 2'-ci o.56 38.0

4-d' 3-5 3'-9' 3'-i. 5'-i. 3-6 2'-li 4-9 2-i. o.68 49.o

s'-d' :3-8 4'-o 3'-5 g'-g 4'-ci 3-o o-9" 2'-6· o.82 61.o

s'-d' 3'-1( 4'-3· 3'-6 n'-3' 4'-6 3'-2" 6'-9 3'-o' o.95 75.o

7,'- d 4-2' 4'-5" 3'-5' 12'-9 o'-o'. 3'-2" 1'-9" 3'-3' 1.1 o 9o.o

8'- o 4-!0 o'-4~ 4'-z' 14'-3" o·-6· 3'-l s'-9~ 3'-6 1.35 11s.o

g'- o" o'-2' o'-7" 4'-3' ro'-g" 6'-o' 3c5' g'-9" 4'-o" 1.54 13s.o

10'-d o'-5 o'-ri 4'-:," 11'-i 6'-6 3'-9"ro-9" 4'-3 .1.73 \59.o

11'- o 6'-4 s'-ro s'-o rs-9" 1'-o 4'-2' rr'-9" 4'-6". 2.1 o 198.o

MATERIAL REQUIRED


·· I 44~ Bbls.Cem.,nt 28.6 Cu.Yds.A"Conc~ete 13;j:Cu.Yds.Sand.

26.:1: Cu. Yds. Stone.

2 85.6 Lbs. Reiniot"cing. Bars

TABLE OF BARS

Mark No. S_tock ,Bending Dlag,.~m·

Cl

b 2

c 17

d 32 .: ..... ~ 2~0" Dowel$ -~n Abutments

t :·16 . f"xzi-s·· Transvers5> in Slab

h 10 f"'xzl'-3" Horizontal in Parap~T

v } 44 f\4'-6'" Vertic.al in' _Parapet


properly. bond this c:onstruc+ion joint w'!th dowel atones or reinfot"cins ba)"s.

J\BUTMENTS & WINGS Clear· A 8

s'-o" s:...9 4·-o 2:... o s·- 9 2:... 6' 45.1 s8t ·a i-} 43+ 6-o 3'-6 .. 2:...s" 4'-4 2:..1o· 11:...3· 4'-6. 2·-o· 6·-9 3·-o· s9.o 76! 28+ s6i

' ' - ; ' .

1:o· 4~o .. 2:... ·~ 4'..:9· 3'.:ir"r2·:...9· s·-o· 2:... !" 1·-9· 3·-a· '74. 11+ 8~o· 4·-s·: 3:... ·~ "'',..2. 3:...4·14·-3· s·-s· 2·-~· 8'-9' 3:...5 s-o 4-11 3:...7· s'-i' 3:...i'1s'-s e·-o· 2.·-i· s'-9' 4:...o· 111.5144t


Bo++er r~"in l'tup+O S~OHC!eor.Bo++er '2'' in r'2'· -a~o~+o ro~o· crear.Bo-t+er tzi in 1'2" Tor- Jl~o" Clear.-


NOTE

Floor of bi"idge shoJI conform to grade of road. On level grade slope top of slab at least fs" per foot. Depth of foundations to. be determined by local conditions. Quantities given or-e based on dimensions shown. Wings may be changed to suit local conditions. If bed of B+ream i"equires paving use 6"of concrete or8"ofs+one maeonry and a re"curtoin wall


APPROVED _ _ Qs-t-~t~,_I_'\-~J __ _ ___ €_6_:~_8RIDGE ENGINEER

~~~~~~~~~~~~ER

~0~~£1\lTH OFPENNSYL~ ~ • ~1\9-4


STANDARD


SPANI8 FT. ROADWAY! 8FT. SKEW6QoL.

scALE i';f'a. ,·~,:o· 618 8.-6 0

lD ' + l.. ~~~: 0 ~-... Ill :/l··

:·.· u I: :-;.;.·.

.. f'.:: :·.~ :.·. :·:b

~· · .. I>'

:.#::

Mode by-P.f.W. Checked by- 'llJ.JJ.j/. /2·12·27.

IWI'Z:Rio\LTl'lo\C:INGC:LO"ni II;UGilNII;DI~IlNCO•oiNC..0 NoT.

HALF PLAN

l.. 0 Ill (.)

:9 "'

ELEVATION

eo'-o" 18~0" Roadway

STONE ABUTMENTS & WINGS CLEAR A w WI L H w. L I HI 6~1~~ I~';;~~ 3-d' 3-zn 3

1-6 3'-·l 81-9n 3

1-0 2'-li 3'-6' z'-3" 0.56 46.0

4- 3'-5' 3-9 3'-3' Jd-9 3'-s" 3'-1" 4'-3 z'-914 o. ss ss.o 4'-d' 3

1-2 s'-0 3'-0' o. a2 73.0

s'-d' 3'-d' 4'-3" 3'-sM 14'-a'' 4~6 3'-3 s'-0 3'-6' o.ss ss.o 1'- 4'-i 4'-6' 3'-8' 16'-6 s'-d 3'-•:: 7-d' 4'-o" 1. 10 1oe.o

a'- 4'-10 s'-4• 4'-2" 1s'-6 s'-6 3'-10 1'-9" 4'-s" 1. 35 139.0

1. 54 164.0

190.0

39.0

"c''bars ''a .. bars

SLAB & PARAPET DETAILS Clear A B w

Propet'ly borid this cons+ruc+ion joint with C:lowel stones Or' reinforcins bar'S.

Ba-tter l~:!n l(up,t~ s<..o· ~l~ar. Ba++er ·e 1n 12.-8-0 to 10-0 Clear. Batter 12~ in H? -for 11~0· Clear.

NOTE

RT. L ABUTMENr SECTION


Floor of bridge shalf conform to grade oJ rood. On level grade slope top of slob at least "/i,' per foot. Depth of foundations to be determined by focal cond"1tions. Guantit1'es given are based on dimensions shown.

Wings may be changed to suit local .. conditions. 11

• •

If bed of stream requires povin9 use 6 of concrete or 8 of stone masonry and a 12 cur-tam wall of sufficient depth at each end.


1

45o:Bbls.Cement. .2 9.3 Cu.Yds.A .. (1'2: 4) Concrete 13~Cu.Yds.Sanq.

2.7 Cu. Yds.Stone.

.2958Lbs.Reinforcing Bars

TABLE OF BARS

No. Stock Bending Diagram

a .. ~ ...

20 I X2.2.-3

b

c

d 38 :f"x-2~0" Dowels in Abutments.

h 10 -!!"~x 21:3" Horiz:ontol in Parapets.

v 44 ~·· X4:..6 .. Vertical in Parapets.

ABUTMENTS & WINGS

w. L H w. Lo

APPROVED _ _ 'f_~ t~.J.!._i?_~f'_ __ _ __ C_e,~---BRIDGE ENGINEER

APPROVED--------------------

~T.CHIEF ENGINEER


STANDARD


SPANI8FT. ROADWAYI8FT SKEW45L.

scALEf&i~l:o" 618 B-45

(

\

Re.vi~ S-'2.5-'le W·e·O· 6-.5- 2.::) Si'"r.STeel Q.~o~a.,. P.F.w. 7·Z3·3Z WC.T. S+one Masonry.

I

I 'Z.'Z.-6

~~----------------------------------------------- ---------1---,

L_i_ ---------------------------- _l·_- -------~==~=F~- -~~-~~~1--J

A : : c I : A ~--~2--,~ b ~~ --.-~-+~~H

I I II) '6 1 I I I "' I I I I . I I

: 3'0' I : 1 4"X4"Drain i

~I I .,.. I

21 I ul J / L

i I 6' o

_l_ __ L-1----L,----r/ ______ _L,_ __ c_~+-: I I I I I I

L------L--~~----------~----L

HALF PLAN

a'-ii

L---r----1-1

1---+----t

(i "v'' OOr.s. about 1:...e; c:-c.

Joint

ELEVATION '"'/; ;;,

_I

=

e.o-o

i'chamfer STONE ABUTMENTS & WINGS CLEA" A w w, L H ~~t~

TOTAL. CU. YO~ "tWOA&IIT.

3-0 3'--2' 3'-8 3-o· 5'-3' 2'--5' 0.56 35

4-d' 3'-5 3'-li 31-1 6'--3' 2-9 0-68 44

5-0 3'--8 4'-2 3'-z' 7'--3' 3~0 0.82 55

s'-r5 31

-li 4'-5 3-3· 8'-6 3'-e· 0.95 67

7:0 4-i 4'-8 3°-4 9'--6 3'--9 1.10 80

e'-0 4-10 5'-5 3~9 u:i-9 4'-3 1.35 104

<i-o 5'-i 5-9 3'-lci 11'--9 4'-6 1.54 120

1d-o 5'--s" e'-o' 4'-o'' 13:o" 5'--o'' 1. 73 142

11'-0 6'-4 7'-o' 41-5 14'--o'' 5-3· 2·10 174

-.. _ ';:.:~~l£i,fii;Bf1£%:;r:;g'f~fz~~~!:;._S;:"~Rfif;:JKNXY!WJ-;;~·::~ 7W':[gr;:i%1~ilJ6: ·-.. . :p· .• :-:~·- ..... p;.:tr.~

4-ei' ____________ , -··---l BEAMS & PARAPET DETAILS

NOTE Floor of Bridge s_hall conform to 9'-:ade of road. On le'!e.l grade, elope top of elob at least 16" per foot. Depth of foundations ib be determ1ned b':J local cond1t1ons. Quantities given are based on dime.n~ions shovvn. Winqs rna~ be. chang::d to euit local c<?.ndit!'On~. • . • If bea .of stream requ1res pavmg,us<!' 6 of concrete. or 8 of .stone masonry end a 1e curtain wall of euff1c1ent depth crt- each end.

SECTION ON ¢. OF BRIDGE

MATERIAL REQUIRED

24.5 Cu. Yds. 'A.' Concrete.

3 8 Bbls Cemen-t.

I I;\: Gu.Ydo. .Sand.

22 {: Cu. Yds. Sibne.

1719Lbs. Reinforcing Bore.

6990 Lb6.5tructural Steel. .. ..

1

.5-15·:r-Beams @60·13"' zi'-e'long. 'Z.-"T Channelo@S·B 18'-.::i'long.

1:,

h

v

400 5'l·ft· i Wire Me5h.

TABLE OF BARS 16 f-)C<:I'-9' Lon9itudinol in Slob.

40 £'' 91xls'-9' Transver.oe in Slob.

10 i'")Ce.3-J Long1tudinal 1n Parapet.

48 t"!l ...

Vertical Parapet ?: x4-6 tn

ABUTMENTS &, WINGS A W w' L · H c.!'·Yda

5Gon.

lEA B 3-o' t~4 4-o· 1~1·

5-d' ~o· 6-o" 2'-6' i-o' 2'-9~ s-o· 3'-~ 9-o" 3-7"

16-o' 4-o" tl~o· 4'-s"

APPROVED __ ~-~-l+l_"L~f-----

__ _ff._~--BRIDGE ENGINEER.

APP~ED_~~-----------------

-~~HIEf ENGINEER.

~ow~EALTH oFPENNsyL~ ~ • ~~4


STANDARD


SPAN 2 Q FT. ROADWAY 18FT.

3" I" " ... SCALE a'2& H-0 620B

Qcv\~cd 7·23·32 S+one Masonry WC.T

'10

'-"" I()

'<0 'oJ -~

_ _,_

·~

-

HALf PLAN

4'v"-bore per post

'a c.o'-d'5 n -~

~ + L L 0 0 Q) 14.<:( 5pm L .]/

l5 0 I) ~

u

Q

·'

ELEVATION

I Made b!::j. W.B·D· Checked ~- J.[.M. 5·a·za .

•• , ............... _C>.OT>O

K61Ct:I •••• Y.

'20'-011

18'-o" Roadway

·-r

STONE ABUTMENTS & WINGS CLEAR A w w, L H w. L, 3'-d' 3'-i 3'-8 ~-1 s-o i-9 2'-li 4'-6 2'-3 0.56 36

4'-o" 3'-5 3'-lf 3'-i 7~3' 3-o 3'-d' 5'-9 2'-5' o.68 46

s'-o" 3-8 4'-2 3'-3 8-6 3-6 3'-2 6'-g' 3'-o o-82 58

6'-o" 3'-1 i 4'-5 3-5 g'-9 4~0 ~-2 7'-9' 3'-3 0·95 70 7'-d' 4'-2 4'-8 3'-:.' 11'-ci 4-3 3-3 8'-9 ~-6 1-IO 83 a'-d' 4'-1ci :.'-5' 3~1i 12-3' 4'-9 3'-8' g'-9' 4'-d' 1.35 101

.J_ I

BEAMS & PARAPET DE TAl LS

NOTE Floor of E'!,ridge :>hall conform to grade cf rood. On level grade, slope top of slab at leas~ ~per jbot. Depth cf 1oundations to be determined t":j local condition,, Quantities given are b::l~d on dimen~ions 5hown. Wings maLJ be changed 1o 5uit local conditions. If bed.cf 5freom requires pavin9,uee 6"of concrete or 8' of stone masonry and 1e' curluin wail wal I cf .sufficient depth at each end.

MATERIAL REQUIRED

?.4·6 cu.Yds ... A· Concrete. 38 5biB. Cement 11! Gu.Yds. 5and. -cc.! Gu.Yds. Stone.

\ll'.\6 Lbs.Rein\orcing Bare.

5-15:I-13eams(!?60B c.c.:.O'Iong. 1080Lb5.5tructural 5te.e! 'C.-I~Channe(s(j)&e~ 'C.d-6"1ong.

Mark

t.

h

v

400 B<t· ft. 't..'Wire Mesh.

'No.

\6

40

\0

4B

TABLE OF BARS Stock.

·Pxc.c.'-6

;f"x-c.l·-o

{~'xn·-a·

f'l'x4'-6'

Description.

Longitudinal 1n Slab.

Tron5ve.r..se in 5\ab.

Hori3onta! <n Ftlra pet.

Vertical in Fbrapei',

Pro?."rl4 bond thi• con~trut:tion. JOint wtth dowel 6tone.~ or reinforci~ bare.

RT. L.ABUTMENT SECTION

ABUTMENTS & WINGS

15

20l

26t

23

29t

40~

!13

I 7'-o' 4'-0 s'-o' a-a· II~· 4'-3 Z-3" a'-9' 3'-s" Z--9~ 61.0 79t 29f 58t

j

SECTION ON <t_ OF BRIDGE

40* 81-f

49 98

58 1161:

u'-o' s'-10 6-8 J'-1'16-o' 6-o J'-1 1i-9' s'-o 4:...s; t4J.ata6t 69-:i: IJ8f

APPROVED_~ ~l-1--l~~f --_S'_S~BRIDGE ENGINEER

A~.....t4..L~ ___________ CHIEF ENGINEER

~O~~f.I\LTH oFPfNNsyL~ ~ • tW.<f


STANDARD


SPAN 20FT. ROADWAY IS FT. SKEW75oL.

SCALE 6.. i'-1'-o' 620B-7El

(

Revised 7·23·3Z S+onc Masonry W.c:r.

'o ·.!J + L 0 oJ

0

Made by. W·B-0. Checked by· w.e.H s-2.l-'2.8

.. ,.,. ..... ,.,._.,CO.Ont ~ .. oco.,".v,

HALF

r-., I I I

··v!. 'tx:lra1 abo~t t'-6 1

c:-c.

PLAN

"o 1:), + L 0

" u

ELEVATION

..J

Batter 1~\n 112' up to a~o· Clear. Bo.t+er '?'in 1'2'- B~"io 10~0· Clear. 6o++er '2~in 12" -tor 11~0· Clear.-

bar5

NOTE

1_,. 1-v:>.

ra~o''J?oo'dway

STONE ABUTMENTS & WINGS cLEAR A w w1 L H w2 L 1 H 1 :;~H%& ~)i~, 3-0 3'-i 3'-8 3'-i 1'-i 3'-o' 2-rr' 4'-3' 2'-o' o.56 40.o

4'-d' 3'-5" 3'-d 3'-4" a'-g" 3'-9' 3'-o" 5'-3' 2'-6" o.6B 52.0

s- d 3'-s'. 4'-2" 3'-5 10'-3" 4'-o" 3'-1' 6'-3 2'-g' o.s2 64.0

s'-d' 3'-11 4'-5" 3'-1'11'-g'' 4'-g" 3'-2 7~3· 3'-0 o.95 1a.o 7-·o 4-2 4'-8 3'-s'13'-:l' 5-3' 3'-3" s'-3" 3'-s" 1.10 95.o

a'-d' 4-lo 5'-5' 4'-i 14'-g' ·5'"g" 3'-i gc3" 3'-9' 1.35 121.0

-g'-d' 5'-i 5'-9 4'-415'-3" 5c3" 3'-s"1o'-i 4'-o" 1-54 142-0

10-0 5'-s 5'-ci 4'-5"17~9· 6'-g" 3c1cirr'-3" 4'-6 1.73 l65.o

11'-o" 6'-4' 1'-o 5'-ci'1g'-:l' 1'-o" 4'-i12'-3" 4'-9' 2.10 205.o

('Chamfer / 1.. ~~

3'-7" 1-1-, ..

6!:_

i

MATERIAL REQUIRED

ZS Cu. Yd5. ·;.:_·Concre-te.

17Z'C.Lb5. Re<n\orcing Bare

400-\S<;t.Ft i: Wire Meeh.

~J 5bl5. Cement. II~ Gu.Yd5. 5and.

'C3 Gu. Yd5. 'Stone.

TABLE OF BARS Mark No. 5i'ock De5cri ption

LongiTudinal in .Slab.

Tran5ver5e tn 51ab.·

h Horiz,ontal in Para et.

v Vertical tn Para pet.

A

RT. L.ABUTMENT SECTION BEAMS & PARAPET DETAILS

ABUTMENTS & WIN~S A w w, L H w.._ L, H, B

floor cf E),ddge ehall conjorm 'It> grade <f road. On-level grade, slope 'lt>p "("lab at leoet k, per foot,· Depth of foundation" to be dete:rmin":d b~ local condit<ons. Quantities given are b:Jsed on dtmen~1ons ehown.

4'--o 2:..4' 3'-i' 2'-s' a :...s" 3:..9· i--o" 5'-3' 2'-5" 1'-1' 35.s 46~ r7± 34~

5'--o' 2::.11' 4'- ( 2:...9• 10:...3· 4:...o 2:...0 s'-3' 2'--s" i-o~: 47.9 62-i 23 46 5'-o' 3::.5" 4'-5' 3'-o" ,,:...s· 4:...9· 2'-o" 1'-3'' 3'--o' 2'-s. 62.1 sot 29f 5s£ i-o' 4-o· 5'-o' 3'-3' 13:..3" 5:..3 2'-3" s'-3' 3'-6" 2'-~ 78.4 ror-;f 37f 75-4:. s'-o 4'-5" 5'--s' 3'-6 14'-9' s'-s' 2'-s' s'-3' 3'-9' 3·-~ 95.6 12 4 46 s 2 s'-o' 4::.1( 5'-ro 3'-s' rs'-3' 6'-3 2'-7' ro-3' 4'-o" i-1·- 116.3 151 56 112 ro-o' 5:..4' s'-3' 3'-u' rf-g" 6-9 2'--to 11'-3' 4'-s'' 4-o' 138.9 rso-k 66~ 133 11'-o' s:...ro 6'-s' 4'-r' ,g':3· 7::.o' 3'-o' ri-3' 4-'-s' 4-s"· 163.8 212[ 78~ 157

Wings ma!:j be change~ to euit !ocal con~ition5. • . • . If bed of str:e9m requtr-es pavtng 1 u5e 6 of concrete or 8 of stone masonry ond a 1'2. curtatn· wall of SUFf'!Cient depth at each end.

SECTION ON <t_ OF BRIDGE APPROVED--~~Jtl~~~--~e~_BRIDGE ENGINEER

APP~ED_ ~ ..:21-/2'.2.£. . /~~--CHIEF ENGINEER

~Ql\~tALTH OFPENNSYL~ ~ • ~l\r4


STANDARD


SPAN 20FT. ROADWAY 18FT. SKEW6cJL.

6206-60 . SCALE.l & (=r::..o'

~ '9 '"' +

;,:: L

~ .•.· u ~

Made by. W.B.Q; Chec.ked ~- J.E.M· s·a·za.

IMPEJIIALTIIACINQ CLOTH I:UOitNI:DI~DICO.,INC:.,I'!I,Y,•

HALF PLAN

ELEVATION

~9 ""' + L

j! 1.)

_J

L

3 i3

" ·.;,

:r:

BaTter I§" in lz" up to S~o· Clear. Batter '2"in l't-s~o·to 11~0· Clear. Batter '2~"in l't- for ll~o· Clear.

'co ·t...

zo'-o"

\8~0· Rood way

i.' ' j . ., ._,..,

! ._, <0

'l -r-

I BEAMS & PARAPET

STONE ABUTMENTS & WINGS CLEAR A W W, L H We L 1 H 1 ~~~~~Tr~o~R~ur

3-0 3'-2' 3'-s" 3'-2' 9' .. 9" 3'-3 3' .. d 3~9' 2'-6' o.56 49.0

4-Q 31- 5' 3

1- d' 3

1-4n !1'-9

11 3-9' 31- 2' 4

1-9• 3

1- Q

i I

DETAILS

0-68

0.82

0.95

\.10

1.35

1.54

1-73

2.10

63-0

78.0

94.0

1\4.0

146.0

172.0

201.0

249.0

MATERIAL REQUIRED

Z.6·1 Cu.Yds./\'Concrete.

1'765 Lb5. Reinforcin'3 Bare.

4Dt Bb\5. Cement.

12 Cu.Yde. 5and.

24 cu. Yds. 5tone.

1'541 Lb5.5tructuro\ 5teel. S-l~ l·Beam:>@60~~ '1:3~ ... 1°"9· Z.-1' Channe\5 (!)5-B C8 -o \on .

Mark.

l.

t

h

v

400 5cf.Ft. ~·wire Me5h.

No.

\6

29

\0

48

TABLE OF BARS 5tock.

r~l<'C3'-o'

195x "Cfi·O'

f~x 1:!3'-3'·

f¢x4-€i"

Oe5cription.

Longitudinal in 5\ab.

Tron5verse in 5\ab.

Hori.3ontat in Fbropet

Vertical in Rwapet.

Properly bond this construction Joint with dowel stones or reinforcing bo.ra.


ABUTMENTS & WINGS

NOTE A W W, L H W.._ L 1 H 1 B -~~ 5,;?,.;~tc~~J~·

Floor of Bridge Y,ho\1 conform to grade cf road. On level g.-ode, stope top q' 5\ob at \ea"t fe, per foot. Depth of fotJndation:> tii be determined b!;J local condition". Quontifiee given are ba:)ed on dimension-o ::Jhown.

3:..o· 2'-o" 3-( a:..( 9'-9" 3'-3" i-o· 3'-9" a'-s" (-4~ 32.7 42t 1si 31{

4:..o" 2'-4" 3'-7' 2'-s" uC..g' 3'-9" 2'-o" 4'-9 3'-o" 1'-1" 43.7 ss-f 21 42

s:..o· 2:..n" 4'- !" 2C..s" 13'-9" 4'-3" a'-3" s'-s' 3'-3· i-o· sa.s 76 2s~ s s± Winge may be changed to ou~t local c;;mditione. , If bea cf otream ~u<re:> pavong,u~e6 of concrete orB of stone moeonry and oiZ curtain wall of :>ufl'icient depth aT each end.

SECTION ON <t. OF BRIDGE

APPROVED .. ~ ~1..)_,. l. ~ ~'£_ .. _ _b~ BRIDGE ENGINEER.

APP~ED-~$? ~£.,_,if_.,[£:' __

-~~-CHIEF ENGINEER,

~o~~t~L TH oF PENNsn v. ~0~ - :44'1.(

DEPARTMENT OF HIGHWAYS BRIDGE DIVISION,

STANDARD


SPAN 20FT ROADWAYI8FT. SKEW45°L.

SCALE &.1'::(-o 620 B-45

Revised 5-~5-'2.6 W·B·O. 7-23-32 W. C.T. 5tone Moeonry.

I I I

I I

Made by- P.F.W. Checked by-1U.0. {) 7-'27-7.7

Symmetr-ical about thesetis.

I

Tl (chamfer 1-r-----------, " I /J!o"

ll ___________ •· · .t .. b: _____ LJ I . 6' ii I

A~~----------- :2-------, l-1 A

!1 ~ "fbors ·6 ! . I I 4')( 4"Drain ::,, "' 3·0

oint

HALF'PLAN

--8"

BEAMS 8cPARiPET DETAILS

4'-J" 10

2.2.:0" S an

ELEVATION

NOTE

" a

" (j

-<0 -.;, + L 0

" u

18"I·beam 54.710

SECTION ON Cf. OF BRIDGE

Floor of bridge shall conform to grade of rood. On level grade slope top of slob at least lr,.., per foot. Depth of foundations to be determined by local conditions. Quantities given aYe based on dimensions shown. Wings may be changQd to suit local conditions. If bed of str-eam requires • paving, use 6" of concrete or 8" s+one masony ond a 1e• curtain wall

of sufficient depth ot each end.

STONE ABUTMENTS & WINGS LE A w WI L H gi,i~Jr -!~.f~ :J-0 3'-S 3'-8 3

1-0

11 s'-e· 2.1-6' o.62. 38

4-0 31-s" 3'-1i 3~1· 6~6 a'-g" o.7s 48

5-cS 3'-1 i 4'-i' 3'-i 7'-6 3'-ci 0.119 59

6-o 4-i 4'-s' 3'-3" 8'-6 3'-6' 1.04 12

7~c5 4-s· 4~8· 3~4" 9'-9 3'-9' 1.20 86

a:..o s'-1' s'-6 3'-9" 11:o' 4:3· 1.4s 1 10

9-8 s'-s" s~ 10 3'-li' 12'-3" 4'-9' 1.66 130

10'-8 s'-s" 6'- !" 4'-o" 13'-3' s'-ci 1.86 149

11'-o&-i 7'-( 4~6"14-j s'-6 2.23 183

t

h

v

MATERIAL REQUIRED.

144~ Bbls.Cem•nt.

28.7Cu. Yds.'A"Concrete. I 3 i Cu. Yds.Sand.

2.6-k Cu.Yds.Stone.

1872 Lbs. ReinForcing Bars.

6813 Lbs.Strvctvrol Steel. 5 ·18"I·bea ms<IVS4. 7"-23':9' lon9.

2· 7"ChattnelsG? 9.B*-19~3"1ong.

·SOD Sq.Ft. z"Wire Mesh.

TABLE OF BARS. 16 :Jr"~x 23~9 Longitudinal in Slob.

44 r~x 19~9· Trttnsve,..se in Slab.

10 :Jr"~xes:a· Hor-i·zontaJ in Parapets.

4B f~ 4'·6" Vertical in Parapets.

ABUTMENTS & WINGS. A w w. L H Bbls. Cu.Yds. Cu.Yds.

ement Sand. Stone.

Properly bona this construcfion Joint

with dowel stones or reinrorcin9 bars.

~R J'-o' 4-o"

5-o 5-o' 1~o·

&-o" g~o·

1d-o' 11~0

B 1'-6"

1:...7·

i:-o" 2~5"

2~9/{ 3-2!;' 3'-7' 4~0·

4'-5"

APPROVED ___ Q.!.!_~_._..,j_},_J_,~-2.--

--~-e~ __ BRIDGE ENGINEER.

AP(10VEDyf- _________________ _

~~HIEF' ENGINEER.

~o~~£ALTH OF PENNsYLI.{(f ~ • ,~4


51

631:

79

STANDARD


SPAN 2 2FT. ROADWAY 18FT.

6228

Revised 7-Z3-3Z 5tone Masonry WC.T.

HALF PLAN

- ~~.s· -e; 4.-a I of- 4."-<i e ·· 1 r ~ e·

I -------(- --,

I I I

6 .. (-5-

f===d I I ill '=====" .. .. L r I . 1 I 1 5-h-bare

4·;_,·coor~Fer~t 1 ~- --T---1---~---f--f--~~-~r~ ~---~-- J---~---~ .----:....... 4· r--:- --·-+ll HE-[--}--JI ~ , lr--:--+,---1 h~ o--- -L--r--r--~--~---~---r 1+-.1--T---1 --I---~- 1---1 1 I 1 I I 1 I

~ -, I I I I I I r 1 : I I I I ~----t

b7 I ! -~ i : : I t$1 : : ( ~ : 1, JL I

~ voo~o~~~~ ,:~=~ 1~ 1

I,:b + I {l~nT ~

L

] $ J:

Made b!J w. B·D· Checked ~- J.(:.M. 5·B·za.

1'4_<fSfX1n L ~ b~~=-iF ~ ~ J: ~r~

ELEVATION

~ ~~r; ~ ir n Batter l~"in 1'2 up to s~o· Clea;V 8o4-ter e'in l'.t- S~o"to 10!-0" Clears. Ba++er 2~"in le" for 1/:o•c.teor.

:-!::'

'-IN Ol

MATERIAL REQUIRED STONE ABUTMENTS & WINGS

44! Bbls.Cement

Hli Gu.Yds.Band.

2.6! Cu.Yds. 5tone. '20"·0"

18~0" Roadw<>y_

:i-·(

i

BEAMS & PARAPET DE TAl LS

NOTE Floor <f Bridge :;h_all conform to 9rode <f road. On level grade, slope top "[ :;lab at least ~per (bot. Depth or foundation~ to be determined b!:jiOCOI conditions. Quanti he.~ ~iven are b::l~ on dimensions shown. Wings rna~ be changed to suit local condition~. • • it' be<! cf :ofream require" pcvinq,use 6" c( concrete or 8 of stone masonry and a 1'2 curtain wa II of suffic"1ent depfh at each end.


A w

2.8.S Gu.Yds.A .. Goncrete.

IS06 Lb5.Reinforcin9 Bar.5.

108610 Lb5.:5tructural :lteel. S-I~-I-Beam:5@S4.! 2.4-.:0"Iong. 2.-1 Ghonnelsc;p~ zo:.O"Ion9.

500 Bq-.Ft. ?."Wire Mesh.

TABLE OF BARS Mark. No. .Stock. Description.

16 f ?xZ4:.0" Lon9itudinal in 51ab .

t. 4"2. .f"xc:l·-o· Transverse in Slob.

h 10 Pxc5~;S" Hori3ontal in Fhrapet.

v 5C. f"x4"6" Vertical in Fbrapet.


ABUTMENTS 8t WINGS WI L H w ... Ll HI

B · Cv.Yds. Bbls. Gu.Yds. Cu 'fds. B Con. Cemen fund. 5tone.

3'-o' i-o· 3-3' i-o' 6-3· i-9· i-o s'-d i-3· (--6' 2s.1 34 12-} 2s

4'-o' i-2.· 3'-9' 2.'-( 1'-s· 3-3· i-o 6-o· i-9· 1'-7' 34.0 44t 1st 32t

s'-o' i-10 4'-2.· 2'-3' a'-9· 3'-s" i-o 1'-o" 3'-o' i-o· 44.2 s 1f 2 1 i 42t

s'-o" 3'-4· 4'-a· i-1'1o:...o· 4'-o' i-1· a'-o" 3'-3' i-~ 56. 73:!- 21!- 54.1

1'-o' 3'-10 s'-1' 2.'-1o' 11:..3• 4'-s· 2.'-s' 9'-o' 3-9' 2.'-gf 12. 94 34* 69~

a'-o 4'-4" s'-6' 3-o· 12:...s· 4'-9' 2.'-1' 1o-o" 4'-o· 3'-2f a 7.6 113 ~ 42 t a4f

9'-o' 4'-10 s'-11' J'-3'13:...9· s'-3· i-a· u'-d' 4'-3" 3'-1" ro5. 137-i 5o{- 1or-i-

1o'-o' s'-3' 6-4" 3'-6"rs:...o· s'-9" 3-o 1i-o' 4'-9• 4'-{)• 125.1 162-t sot 12ot

u:.o· s·-a· s'-9 3'-1'rs:...3" 6-o· 3'-1"13-o" s'-o" 4'-s' 147.7191t 71 142

~~~tAlTH o•PENNSYL~ ~ • ~1\r-'1


STANDARD


APPROVE:D _ ~~ 1., 1.. 'f. U --~~-BRIDGE. ENGINEER

APPRO.VE.D-~...?,If/..Y..t£'~_CHIEF ENGINEER

SPAN 22FT. ROADWAYI8FT. SKEW75oL.

622 B-75

Revi5ed 7-2:3-32 S+one Moeonry W C.\. " 4-Z/·38

--~-~ode ~W·B·O· Checked b . w,B,H- 5-'2-1-zg ,., ... ., ... .,._BCI,OT"

~ •t«o., H.~.

HALF PLAN.

ELEVATION

We

Bot+er ~~·in tz" up+o 8~0~ CJearBo++er '2"in Je·-a~o"to lO~o· Clear' Ba++e:-o '2~ in !tz" fOr l 1~0· <;tear

'tu . .:_

'-rJ OJ

/8'-0" Roadway

STONE ABUTMENTS & WINGS CLEAR A w w, L H w. L I H, :;~Ug'~ t~\l3t 3-o' 3'-5 3-8 :>-2" 1'-9 3'-3 2'-1i 4'-6 2'-3' o-62 44.o

4'-o' 3'-8" 3'-u" 3'-4 g'-3" 3'-g' 3'-o 5-6· 2'-5' o.15 5 6.o

5-d' 3-n" 4-i 3-5'1o'-g" 4'-3 3'-," 6'-6 2'-9 o.89 1o.o 6'-d' 4-i 4-5 3-7· 12-3' 4-9" 3'-2' 1'-6 3'-3 1.04 85.o

7'-d' 4'-5 4'-e" 3'"8' 13'-g" 5'-3' 3'-3' 8'-6' 3'-5" 1.20 101.0

~d' 5'-( 5'-6 4'-2" 15'-3' 5'-9' 3'-1 g'-6' 3'-g" 1.45 129-0

9'-d' 5'-5" 5-lo· 4'-4' 16'-9" 6:3· 3'-9 1o'-6' 4'-3" 1.66 151.0

10-o" 5'-J!.' 6'-," 4'-6' 18'-3" 6'-g' 3'-1o 11'-6' 4-6 1-86 115.o

I I'-d' 61

w7' 7'-1" s'-t" 19~9· 7~3· 41-3 12'-6 4'-9" 2.23 21;.0·

J

lj I ~ e)' i

MATERIAL REQUIRED

'1::3-55Cu. Ydo .. A .. Concrete. 4S!f Elblo. Cement.

13f_ Cu.Yds,5and,

Z:1 Cu, Yde, 5tone,

1005 Lbs. 5tructu ral 5teel5-lei~~-Eleams Q>B4-:J"' '1:4-~d' I 9· '1:-1 Channels @S-8 ti-6" I .

Mark

[.

t

h

v

495 5<;t.F1: i' Wire Mesh

TABLE OF BARS No. otock

16 t'¢xz4-d'

38 f ¢xz3-3'

10 {¢xz5:.a·

5'1: { !Sx4'-6.

fD- i.;l}\}~:~·.

{~[~;~ I A I

Oescri ption

Lon9•tudinal

Transver~e.

Hori_Jontal

Vertical 1n

Proper\4 bond thi~ conetruction JOint with dowel stones or remforci ng bar5.

in 51ab.

•n 51ab.

in Fbrapet.

Fbra pet.


BEAMS & PARAPET DETAILS ABUTMENTS & WINGS

NOTE Floor of Bridge ,;shall conform to grade of road. On level grade, elope top of slab at lea et fB per foot. Deptt: of' fbundatfons to be determined b\:j local conditions. Qu?nt1tie.s given are baeed on dimenaions shovvn. Wmgs may be changed to suit local conditions. If be.d cf stream requireo;5 paving,uae6 .. cfconcre.te or8"of .stone ma5onry and a pc• curtain wall or eufficient depth at each end.

SECTION ON <t OF BRIDGE

A w w, L H wz L, H, B

2'-d' 3-3' " 2-1 7'-9' 3'-3' I # 2-0 4-6' " i-3

4-6 2-2" 3-9 2-s" !i-3'' 3-911 i-d' 5-s' 2'-s'' (-7 37.7 49 18;\- 36.!. ' 4

5-d 2'-id 4-i i-a· id-s' 4-3" 2'-d' 6'-6 2'-9 i-d 50.3 65~ 24± 4St 6-d 3'-4' 4-8 3'-d' li-1 4 II -9 i-1 " 7'-6" 3'-3' 2'-5°· 64.9 841 31~ 62~ i-d 3:.1o' s' " -I 3-311

13-9 5-3' 2 II -3 8-s" 3'-6' i-~ 81.3 10s~ 39 78-;i

8-d 4-4 5-6° 3-6 IS-3' s'-'if' i-5' 'ii-6" 3'-'!1' 3-~ 1oo.o 129~ 48 96±. 9'-d 4-lc:f' 5'-11 3'-9' 16'-9' 6-3' i-aN 1d-s'' 4'-:f' 3'-1" 12 1.1 1s7! sa± II 6~

1c:f- s-3' 6'-4' :i'-11' 18-.:i' 6-rJ i-1d' 11'-6' 4-6' 4-o" 143.7 1e6± 69 138 11:...0 5-fi 6'-9 4-i 19'-9' 7'-3' 3'-d' 12'-6' 4-rl 4-s" 168. 219± Blr 162

~ow~£ALTH OFPENNsyL~ ~ • ~A-74


STANDARD


APPROVED __ ~ .N'-f_)_9-~~-

-- _ _b£_ ~_BRIDGE ENGINEER

APPR?;fED .. ~ -e2_/-,_ L f--2/"' --~---~--CHIEF ENGINEER

SPAN22 FT. ROADWAYI8 FT. SKEW60L.

6226-60

(

12cviscd 7·Z3·32. 5-+onc Mo5onry WC.T.

Made ~WB·Q. Checked b!:j.J-LM· 5·1H6

IIII"':III"LTWACINOCLOTH llUC:IlNII Dlii;T.ZC&KCO., INC., N.Y,

/ /

/ / //

/ HALF PLAN

ELEVATION

'(IJ

-' I

,_I-

18!..0" Roadway

!"Chamfer

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wz L 1 H 1 gt~~~~ t~1\~r. 3-0 3'-5 3~8· 3'-2 10~3" 3~3' 3'-o' 4~0 2'-s" o.&2 53.o

&8.0

84.0

6 -d' 4-2" 4'-5' 3'-1' 1.6-o 4~9" 3'-4 s'-9 3'-g' 1.04 102.0

1'-o 4-5 4'-8 3'-8" 18~o· 5~3" 3'-5 i-s' 4'-3' 1.20 121.0

a'-d 5'-1' 5'-6 4'-2 20-o 5-9 3'-d 8'-s 4-9 1.45 155.o

9-Cf s'-5 5-Jo' 4'-4n22-o 6~3H 4'-d' 9~3'' 5-d' 1.66 JSJ.o

10-0 5'-8 6'-i" 4'-6'24-0' s'-9 4'-z'1oc3 s'-6' I.B& 211.0

11'-o'' s'-7' 1'-1 s'-1" ze-d' 1'-3" 4'-111'-o 5-9 2.23 26J.o

MATERIAL REQUIRED

31. Cu. Ydo.'A:' Concrete.

1896 Lb5. Reinfoo-cing Bar,,

48 Bbl5. Cement.

Cu. Yd~. Band.

Cu. Ydo. 5tone.

5-lei'-I-Eleom" @54·1 .. -c:s'd'long. 1386 Lbo. Bto-uctural 5teel. '1!-I~Channelo@S·S"' ?.e'd'ton .

500 5<].· Ft. 'C.' Wire Me,h.

TABLE OF BARS Mark. No. 5tock. OescriFtion.

16 .L~ ' " z. x?.5-o Longitudinal in 51ab.

t 31 f'x-ce:o· Tran~ve~e in Blab. I

h 10 f'~x 'C5:<i' Hori.3ontal in Rlrapet.

!'¢x4~6'

:J

'1) :\: ~: - "i . l c_-f-.::+---f-).·7":•:- ''"'·' W Con:struction Jo1nt ~ v 5<:. Vertical in Rlct:~pet.

~~(' :4· :~ :t- ·a.·.·. :tO -~ · .•· · .. ·. ~: r:· wir;e mesh ~~ .• ~ ·!.. ·.·: ·•· ·.!....

s~~: I&I-Beam@547• ~5iJ'1~ ·f,~~: (~~~ Proparl'd bond this construction JOint with dowe.l stones or reinfor-cing bars.

NOTE

!"Chamfer /..!..r+J..---'11'-t"-LJ-Li"

11-t"

I ·I BEAMS 8r PARAPET DETAILS

Floor of' Bridge st:\oll conform to grade of o-oad. On level go-ade, slope top of do b . at lea et fe per foot. Depth 1 fbundatioh5.i'o be det-ermined b~ local condition,, Quantitre~ gtven are bo~ed on dirnension'3 ~own. Wing" malj be changed fo <>Uit local condiiions. If bea of "'i'ream ~uire" poving,u5e 6' a{ =ncrete or S'of stone masonry and a lit curtain wo" ~ o<(f[o;do' dop'h •'"""' ood. I

I .. #

_j 7 Channel @9-8 Plo~d B(rom face cf

cl,<f Bpan

SECTION ON t OF BRIDGE

APPROVED_~-;lyJ,_l. <i_ ~'i::_ --~e~ __ BRIDGE ENGINEER

APPROYEo_k.a.v_~~Lf:.te __ _

-~CHIEF' ENGINEER

I RT. L,ABUTMENT SECTION

ABUTMENTS 8r WINGS


STANDARD


SPAN 22FT. ROADWAY 18FT. SKEW45oL

SCALE ~ l;_l~o' 622 B-45

Re.vi~ed &'25-'28 W·B-0. " 7·23·32 w.c:r. Stone Moeonry.

.10

0.. . L 0

"' u

Made bl:J· W·B-0· Checked b!j. t7!iii.U/. 5/31/27

.,, ............ ~-C.OT" ...............

I I I I I I

,___,_,_A_j

L a "' u

Drain

HALF PLAN

2.8'-cf

.. v· bars. about \-6 c.,-c.

.Joint

e<i-d" S a

ELEVATION

.s'"t-l bars

Lj o,

01

STONE ABUTMENTS & WINGS L.EAR A w WI L H cu.vo'

PE'Ii'FOOT NEA Uf, !~6tr

2 o'- o 4-o· 3·-s 4'-o 31-2 6._9 3'-o o. 75 so

5-d' 3'-11' 4'-3 3 1-2. 71-9

1

31-3 0-89 61

ta'·o·· Roaclwa 6-;.0 4-2 4·-s 3'-4 9'-o 3~9 1-04 75

7'-d' 4._5 41-9 3'-5 10~0 4'-o 1-20 89

's·-, a'-d 5-i 3'-9' ,,·_a· 41-3

11 1-45 112

s'-o s'-5 s'-to 3'-ti 12-:3 4~9· 1. 66 132

's·-a· 10'-d 6'-2 4._o" 13-3 51-0 1-86 152

11'-o 61-l 1'-i 4'-6" 14~3 5._6 2.23 187

2'-o s'-11" 7~6 4'-7 IS-s' s·-9 2.49 213

.Joint

=

·rl-.'"' '® ·-'-.L

---lz: --=1------"--

f---· - ~-""5'--. --'-------'- 4-8· ------- J

BEAMS & PARAPET DETAILS

NOTE Floor of Brid9e ehall conform to 9rade of rood. On level 9rade, elope top of slob at least u;· per \oot. Depth of foundations to be determined b';j local condition,. Quantities given are based on dimen.sion.s shovvn. Wings mo~ be changed to suit local conditions. , If bed _of. efream req.uires paving,use 6'"of concrete, or 8'of s+one masonry and a Je cur+ain wall Of suff•c.•ent depth at each end .

.. , ..

2.0 I-Beam

8"[email protected].,-


MATERIAL REQUIRED

32.2Cu.Yds. 'A" Concrete. 50 E)blo. Cement.

14t Cu.Yds. 5and.

29t Cu.Yds.5tone..

Mark.

\.

t

h

4'-o'

s'-o ..

6'-0 ..

7:.0 ..

8~0 ..

s'-o ..

1o'·o ..

11'-o ..

1~0 ..

I c--cci l-Beams@6St w-0 8945Lbo. 5tructural 5Teel -c-e'"chonnel" Olii.S .. -ls-ii

600 5q. . !'!"Wire. Mesh.

TABLE OF BARS No. 5TOGK.

16 f~xe6:.0 .Slab.

48 f~xl~-s· Transverse ~n Slab.

10 , .. ,. ... ;;: xe1-s L~~9itudinal in FOra pet.

{¢x4-6" Vertical 1n Fbrapet.

ABUTMENTS & WINGS w w' L

2·- 2 3'-IC) 2'-o" 6:.9·

2~1o'' 4-3" 2'-o'' 7'-s"

3'-4' 4'-g" 2-5 s'-o"

3'-lo" s·- 2" 2'-7" 1 o'-o·

4'-4 .. s'-1" 2"-9' II:. o'"

4~1o' 6·-o· 3'- o'" 12'-3

s·-3· 6·-s· 3'- I ..

13:.3·

s:. a·· 6~10. 3'-4' 14'-3"

6·- i' 7'-3'

ProP.'rlt-1 bond this con5tr-uction _.(oint with dowe( stt5nes or reinforcirw:J ban~.

H

-

3'-3" 42.5

3'-g" 55.3

4'-o" 68.2

4'-3' 82.7 107f

4'-9' 101.2

s·-o " 118.4

s·-6·· 138.7

j:L.EAR 4'--0' 5-o·

&-o" 1~o·

8-o· 9-o"

I d-O' 11'--o"

12'-o"

APPROV£0_~_.1,_ l'1-~1-

B i'-7" z:--o• 2'-s"

2~~

3'--zf ·3'--7" 4-o· 4-s·

4'-sE'

_£e~ ___ BRIDGE ENGINEER

AP~OVED-~~-----------

-~- CHIEF ENGINEER,

~o~~£AlTH OFPENNsyLI{q ~ • 1\r-<t


41

53-.\:

6Si

79t

97t

114

133f

STANDARD


SPAN 24FT. ROADWAY 18FT.

3" .... SCALE a&l=l-0 6248

Revi:,ed 7-13·.32 5+one Ma~onry WCT.

Made b!:j.WB-D. checked ~- J.f:.M. s·a·ze. ·~·-"~ClOTto ••• co., .. ~.

'on ·.U + L

j u

L s iJ

, I)

·' ..,

HALF PLAN

24~5 n

h___4_cf5Fn '"' I "' L + 0 '- Q) 0

Q) u u

·., -,<,

ELEVATION

NOTE

18'-o"Roodwa

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wa L, Ho ~~\P.Ji !~A~

4'-o" 3'-8 4'-o 3'-i 1'-9' 3'-~ :J- I' 5'-o" 2'-9 o.1s 51 5'-o" 3'-1 o' 4'-3· 3'-4 9'-o' 3'-9 3-2. 1'-o 3-o 0.89 63

1.04 76

1-20 91 8'-d' s'-1' s'-i 4'-o" li-9 s'-o 3-8 lo'-3' 4'-ci' 1.45 I 16

1.66 136 1.86 157 2.23 194 2-49 223

Drivin9 5urface

BEAMS 8t PARAPET DE TAl LS A w

MATERIAL REQUIRED

.3C.·5 Cu.Yds.::l\"eoncrete

50k Bbls.Cement 15 Cu.Yds. 5and.

C.SX Cu.Yds.5tone.

2013 Lbs.Reonforcing Bars.

600 5<f.Ft 'C".'Wire Mesh.

TABLE OF BARS Mark No. 5tack. Description.

16. f"x2.6~~· Lon9itudinal in 51ab.

t. 46_ l:"'xc.t·-o· Transver!le in Slab.

h 10 f~x27~s· Hori3ontal in Fbrnpet.

v 5Z f"x4-6' Vertical in Fbrapet.

1'-6

RT. L. ABUTMENT SECTION

ABUTMENTS & WINGS L H Bbls. Cu.Yds. Cu.Yds.

men 5and. 5fone

Floor of Bridge s_hall conform to grade of road. On level grade, slope rop cf slab at lea5t m per {bot.

4'-o i.-2' 3-lo 2.- ( 1'-9' 3'-3' 2.-o' 6'-o 2.-9'

Depth of jbundations to be determined by local conditions. Q~antihe5 given are based on dimen5ion5 shown.

s·-o· i.-10 4'-3" i-s' g:...o 3-9 2'-o' 1'-o 3-o'' 2'-o· 45. 59 21-:} 43i

Wongs malf be chan9ed 1o suit local conditions. If beO a{ 5Tream r-e.<yuires ,u~el"of concrete or 8' of stone masonry and a 12' curtain wall of sufficient at each end.

6'-o' 3'-4' 4'-9' i-1' 10:...3' 4'-o" 2'- ( a'-o" 3'-3" i-s" 57.3 74f 21-! sst

1'-o" 3'-1o s'-i' i-10 u' -6 4'-5" i-s· 9'-~ 3-g· 2.-st 73.2 95 35-:i 1ot

86

g'-o' 4-lo. 6-o' 3-:f 14'-o s-a· .i-16 u'-3' 4-6 3'-1' 1o8.s 14oi

u'-o' s'-a' 6'-ro 3-9' 16:...6· 5'-3' 3'- ( 13'-3' s'-o" 4'-s~ 15 1 .o 19 6 72~ 145-;j:-

8"Ghannel @11·5" . Placed s''from Jbce <{


APPROVED_~_?.,_\ t-J_~_a,_i _ _ 8_ e ~_BRIDGE ENGI'NE:ER

APPBOYED_ ~~ .2,4 _Lt:,?f

~ __ CHIEF ENGINEER

~ol\~tAlTH o• PENNsyL~ ~ • 1\r..q


STANDARD

84t 169


SPAN 24FT. ROADWAYI8 FT. SKEW75oL

624 B-75

Revised 7-23-J2!?+one Masonry WC.i.

Mode ~.W·B·O· Checked~- 'W.B.H- 5-ZI·"<O.

•• ,.,.., ..... n.c,RaqorM ... ,co .......

HALF PLAN

-e.e'-ci

I I I I

l'-6'c~c.

L <J <I)

()

ELEVATION

'<O

-~

...J

i-ci'

1 8~0" ~oodwoy

MATERIAL REQUIRED

.3::1-1 Cu. Yds. A' Concrete. 51* Bbi::>.Gement . 15;!: Cu. Yda. oand.

30;\: Gu. Yda. 5tone.

i ef i

'!0

7'-d' 4'-s 4'-9" 3'-8' 14~0· 5'-3" 3'-3" 5'-9" 3'-6 1.20 I03.o

s'-d' 5'- i" 5'~7· 4'-2'15'-5" 5c9" 3c5" 9'-9" 4co" t.45 131.0

g'-d' 5'-5" 5'-1o 4-4· 11~o" 6~3· 3'-9" Jo-9' 4'-3" 1. 66 153.o

10'-o' s'-5" 6~2· 4'-618~6· 6'-9 3'-1Ci 11'-9" 4~6' 1.86 111.0

~oee Lbs. Rein arcing 5ara.

5-·w"-I-Beame @65.4 w'--B'Iong. 810'C lbs. 5tructurnl 5teel. "Ch

1 ,. . . ..

?.-5 anne [email protected] '2Zi3 lg.

600 .S<t.F't. i'Wire Meeh.

'-JJ 11'- o" 5'-1 1 7i 5'- !" ~o· 1'-3" 4,4. 12'-9" 5'-o 2.23 221.o

12-0 6·-11· 7'-6' 5'-3" 21~6· 7~9· 4'-5" 13~9· 5'-3" 2.49 252.0 TABLE OF BARS

'"' -!.

·-~

' =

4-8" ! I


NOTE Floor of Orid9e ;;>hall confOrm to grade cf road. On level grade, elope top of elab at least J'i; per foot. Depth_of fou~datlons to be detern;ined -~ local condition5. Quant•ties gtven are based on d•menstons movvn. Wing5 ma!:J be changed in 5uit local condition5. . If bed of stream requires paving, use 6. of concrete or 8' of stone maoonry and o 1e' curto"•n wall 0( .suific•ent depth af each end.

SECTION ON ¢_ OF BRIDGE

Mar~ No. 5tock Description.

16 {¢)('26·-3:: Longitudinal in Blab.

t 41:. f•.,-co·-a· Transverse in 51ab.

h 10 {•xd-8 Hor.i3ontal in Parapet.

v 5Z f ,~.,4-'-6' Vertical 1n Fbrape"t.

'o ·,I,

e·r A


ABUTMENTS & WINGS

4-6' 2'-~' 3'-1o' z~s· 9~6· 3:...9· .z:...o' s'-g' i-6· 1:...1· 37.3 4si 1s 36

s'-6' 2'-1o 4'-3' 2~8' ll:...o· 4:...3· 2:...o· 6c...9· 3~o" 2'-o' 51.4 66~ 24 * 49~ 6'-d' 3'-4' 4:...9" 3~o" 12'-6' 4:...9· ~-1' 7'-9' 3~3· 2:...s" 66.6 sst 32 s4

i-6' 3'-10 s:...z" 3~3" 14:..o· 5:...3· 2:...3" sC...9" 3~6· 2'-9! S3.6 1osf 40t so-l:

a--'-6' 4'-4' 5:...7" 3~s" 15:..6' 5:...9° 2'-1" 9C...9" 4~o· 3:...~ I04.S 136 so+ 100~ 9-d' 4:...10 6c...o· 3~9· 11'-o' s:...3' z'-s' 1o-g' 4~3· 3:...1' 123.o ls9% s9t 11st

lc}-o 5:...3· s:...s· 4~0· 18:...6" 6'-9' 2'-lo' 11:...9" 4:....6· 4:...0 143.4186~ 69 13S

11'-o 5:...a· s:...1o 4:....2.' 2o'-o' 1'-3' 3'-1' 1i-9' s:....o· 4:...s· 171.9223t s2t 1sst

12~0' s:_2" 1'-3" 4~5., 21:..s" 1'-g" 3:...3" 13~9" s'-3" 4~~ 204.9 266 sat 197

Joirrt

~Q\\~tALTH o•PENNSYL~& ~ • ~~4


STANDARD


SPAN 24FT. ROADWAYI8FT. SKEW6cJL.

SCALE A l"=l-0 6246-60

~ev'tsed 7-Z3·.J2S+one Ma~onry WC.T

4"v"'bar-e per Fst ~

~-l~ • '10

·' ~

I:

IMI'I:IU ... '-TII.O.CINC CLOTH II;UGiri<I:DU!'nOO:NCO., INC,, N, Y,

~ ,.

L

ll tJ

~9 "'

,_..

Z:-d'

.. 1~8'. 2 e· A.~Bf

/7/ __

/ / // /

/ / / /

/ / / /

/ /

HALF PLAN

r.eco·

11'-;f

v<l<<f5pan

1'-6' 11:._3''

tci' 4:._Bf 6"~i'ie"

r.:.O"

6. t'8'

H · W H r- +- t-- L__- l- ~ - + - _H -=+ -if- -J- - -.::t I I I I

1---1 ~--I--t- 'i II- t- - t- -I-ii 1 - H- It- -l-1 ~--+ Nr-- _j - _j_ - -+-- - T - +- -I- - -1- - ft- ~~ - ..1 _,_ - 1- ~ - --1

,-1 I I I I I I I I -;

1 .. 1 v ... : I I "'~ I

I ~i I I I ·v bore about [-6 Ccc . 4-v-,bar<> ~

.... _4 bore

~ t•

I

~~ !6,t9 t-'"' 'i'.A.'-o"5oan ·.u - --L +

FF Jod I'~ 0 L L Q) c " - Q) ~ I: tJ u tJ

!l:' ~.s

'<I) ~

'oi:i c ~ ...

:8!

ELEVATION

II I -.....-~~ ='~ l bl ~ T

!.?"

~~ I ~( l \ !"· .\ .. Batter l2 on 1'2 Ufl to 8·0 Clear.

BoHer '2'in 1'2',- g!o'-lo la!o' Clear Batter ~'in 112 -for fJ!o·and 1'2!0" Cleor.

STONE ABUTMENTS 8. WINGS CLEAR A w w. L H Wt 4~0 3'-8' 4:0· 3

1-4 12-6' 3'-9' 3'-·l ,:o" 3~0 0.75 69.0

5-.d 3:11 .

4'-3" 3~5· 14~6' 4'-3' 3'-3' 6'-0 3'-6 0.89 85.0 1 s~o· Roadwoy s'-o" 4:2' 4'-s· 3'-8' ts-6" 5:0 3~4· 6~9,. 3'-9' 1.04 104.0

7~d 4'-5' 4:9" 3~9, 18:6' s~6 3'-5 7:9 4'-3 1.20 125.0

s!.o" 5'-1 " s'-7· 4'-2" zd-3' 5:9 3'-11 8~6~ 4·9 1.45 157.0

9-0" 5~5' 5:10 4-4 22'-.3 6-3 4-1 9:6 5-3 1.66 184.0

10'-o 5'-8' 6-2 4:6 24-3 6~91'1 4'-2' 10~3· 5'-s 1.86 213.0

11'-d' 6'-7' 7'-2' 5'-1 26'-i 7'-3 4:s" 11'-3' s'-0 2.23 266.0

!2~d' 6-li' 7'-5" 5~3· 281-3 7:9 4~9 .. IZ-0 6-3 2.49 303.0

4-a·

MATERIAL REQUIRED

54-A. Cu.Yd,.'A' Concrete.

53.;1: Eoblo. Cement.

15i Cu.Yd<>.5and.

31~ Cu. Yd,_ 5tone.

5-l':O~ I-Beam5@654• ~~::f long. 6555 Lb.,. 5tructural 5teel. 1:-e"Channel<> @ll·5~ '/:fr.o"tong.

Mark.

t.

h

v

000 5't.Ft. -e:·wire Me5h.

No.

16

33

10

5'Z:.

TABLE OF BARS 5tock. De=ri ption.

f 91xz7':'3' Longitudinal in•5lab.

f'''xw:.o- Transver~e in .Slab ..

l"rl •.. f xl':7-S Hori.3ontal in Fbrapet

f"'xA.~6' Vertical in Fbrapet.

{1~11, Proper!~ bond thi e conetruction Joint with dowe.\ s+one5 or reinforcin9 bars.

I A I RT. L .. "-BUTIIAENT SECTION

I BEAMS 8t PARAPET DE1AI LS . ABUTMENTS & WINGS

NOTE Floor oj Bridge "f:Jall con'!brm to grade cf raad. On level grade, slope tap of <>lab at lea"t fe per foot Oepth c{ foundation" ta be determined b~ local condition<>. Quantitie.5 given are OO~ed on dimene~ions eohovvn. Wing5 ma~ be chonged iD euit local conditions. ,

A w w, L H

If bed of 5T-ream "''fuire5 pavins,uee e" cf concrete orB of stone masonry I'La !~'curtain wall of sufficient depth at each end. l--+---l---+---t---11---+---l---t----+---=.t--+--"'+---'"'t--=J

a'-o 4'-4· s'-1· 3'- 6. 2.0'-3' s'-g' 3'- o· a'-6" 4'-g' 3'-2~ 12.3. t6o


APPROVED-~~J,_l<i_~!-__ _$~BRIDGE ENGINEER

APPROVED_~ -.£'4 ../ 2.£ L _ ~-CHIEF ENGINEER


STANDARD REINFORCED CONCRETE

BRIDGE. SPAN 24FT. ROADWAY 18FT.

SKEW45oL.

624 B-45


2o'- o" 18~0.Roadwav

5ymrn~trical abou+ thes~£s. .

--.----.-- _ _ <to B lEi!!• _ ----'-· '---t-- - 1---_j________________ ------ --~---il 8" 2"

~ .. vi" chamfer

t-EAR A w w. L H ~~i~~~~ 4-o 3·-8· 4'-o' 3'-2' 6~9· 3~o o.15 49

5;.0 3'-1i 4':-i 3~2· 7~9· 3'-3' 0·89 61

6'-o 4'-2 4':. 6 3~4· g~o· 3'-9' 1. o4 74

7~0 4'-5 4'~9 3'-s' 1oco' 4'-o' 1. 20 88

s'-o !'1-1' 5'-7' 3c9" rr'-o· 4'-3' 1·45 111

9'-o 5~s· 5'-1ci 3~rr· r2~3' 4'-9' 1. 66 131

1o:..o· s:..8· 6~~2 4'-o' 13'-3' 5-o" 1.86 1s1

11'-o 5c7' 1c.2' 4'-6' 14'-3' s:..·6· 2.23 18-6-1

12'-<l 6'-rr' 7~6· 4'- i IS-6· s'-9' 2·49 214

:r:

. .. II . . .. 1·6 26'0 S an 1 1·6

I I ·1~9· II I -------,--1

u ________ . ______ _ I

A~---------------

t--lf--=-1<....;1 ------~-~ A

I I

I I I I

Jl

I I 4"X4 .. Drain

I y/ I

L g .. iJ

6

'o ·.:,

HALF I PLAN

ELEVATION

I•. 3!0

BEAMS &PARAPET DETAILS

NOTE

L 0

"' u


Floor of brid9e shall conform to grade of road. On level grade slope top of slab at least fi" per foot. Depth of foundations to be determined by local conditions. Gvont"rties given are· based on dimensions shown. Wings may be changed to e:uit local conditions. If bed of stream requires pa\ling use s·· of concrete or 8" e+one masonry and a 1e' curtain wall


.Ill

;;,

I

Mark.

h

1/

5~0 ..

6~0 ..

7~0 ..

S:.o "

9~0 ..

1o:o ..

11~0 ..

12:0 ..

MATERIAL REQUIRED

1

53 Bbl~.c.,..,.,nt.

34.3 Cu.Yds. ClassA.(I• 2• 4)Concrete 15 i Cu.Yds.Sand.

3 1-J; Cu.Yds.Stone.


9539Lbs.Structural Steel. 5· 20" l-b .. oms(i>65.4 - 2 a··ci'lg.

Z-B'[email protected]'!Is'-3rg.

650 Sq.F't. 2 .. Wire Mesh.

TABLE OF BARS . No. Stock . Descl"iption.

16 ... -. ... :;; xza-o Longitudinal in Slab.

52 :l"~ ' .. 4 X 19-9 Transverse in Slab.

IQ J."~ ... • XZ9·9 Horizon+al in Parapgts.

56 f~ 4'-6" Vertical in Parapets.

ABUTMENTS & WINGS. A w w, L H

i-2 3~1C) a·- ci' s:.9· 3·- ci' a:1o' 4'-3' a'- I' 7:_9' 3'-3' 42.5

3:_4' 4'-9' i-5' 9'-ci' 3·- 9' 55.3 26i

33

39~

48!

57

66%

7Bi

::LEAR B 4--o" r'-7·

5-o· ;kf

5-c! z-s· 7'-0' Z-9f 8-o· 3-2[ 9-o· 3-7' I d-o" 4-o" 11~o· 4-s" 1Z-o· 4-9f

APPROVED ... ~-)t.1_9_~-f--.

----~£.~ ___ BRIDGE ENGINEER.

~0'\~f.ALTH o•PENNsyl.l& ~ • ~~4


41

53;j:-

65*

79~

97f

114

133{

156f

STANDARD


SPAN26 FT. ROADWAYI8FT.

626B

t2evi5cd 7·23·3ZS+one Masonry W.C.T.

z.:o--.. !~&· ..

= /

4·,/bors per post

/ /

+ ~ I 0 Q)

J:

L..

MADE BY- J.E.M. CHECKED BY- ~.() 5-'ZB-'ZB.

IMPII:RIALTRACIJ(a CLOTH I<UGilN.IIII~ItHCO.,INC.,Ioi.Yo

li-3 ..

.. s~2.r .JO ..

-

'-0 Q)

u

c 'o •JJ

HALF PLAN

::,o'-o" I lj)' 12'·.3"

s>z{ f: ·j~ ... .. 5~2{ to" s'zf

== I-

-- I-,____ 1-

- -

Av"bars per poJ· "v"bars about l~IO"c·

&of Span- 'oo 2.10~0--Span ·c...

+ '-0

'- ..'!! 0 u " u

.... -.:,

ELEVATION

?..~d'

ri'i' I :5· .

pa·rapci' = 5 :·h .. bars per ~

/j

II I Jl I'<

lJI J -'~1:: I II I

~ 1 1 Cons+

.!1!

.f ~ il= ~

J:

0

,, {h "'

--~ =~-~f;~~ Batter '2~·in 1'2" -for 1\:.0"ond te~o'C\cors.

STONE ABUTMENTS & WINGS cLEAR A w w1 L H w2 L1 H1 f~~~~Jr'ftrr,

NOTE

4'-d' 3'-8' 4'-ci 3'-i 7'-g" 3'-3 3- t 6'-d' 2'-9" o.1s 51 5'-d' 3'-11· 4~3· :.'-4' 9'-o :.'-9" :.'-2 1'-o 3'-o o.89 63 6-o" 4'-2" 4'-5" 3'-s" 10'-3" 4'-o" 3'-2' 8'-o 3'-3 1.04 76.

7'-d' 4-5 4'-9 3'-6 d-6 4'-6 3'-4 9'-3" 3'-9 1 .. 20 9 I

8'-d' 5'-1" 5'-1~ 4'-o" 12'-9" 5'-o 3'-8' 10'-3" 4'-ci 1.45 1 1 6

g'-o" s'-5" 5~1o" 4~ 1" 14'-o" 5'-3' 3'-1ci 1 (-3· 4'-s' 1.66 I 36 1o'-o" 5'-8" 6'-2.' 4'-z" 15'-3 5'-9" 3'-1 i' lz'-3 4'-9" 1.86 15 7

1 I'-d.' s'-1' 7'-2. 4'-9' 1s'-6' 5'-3" 4'-4" 13'-3 5'-d' 2.23 194 li-d' 5'-11" 1'-6 4~16 11'-9' 6'-s" 4'-6 14'-3" s'-6" 2.49 223


A w 3·-1o floor of bridge s\:Jull conform to grade of road. On \eve\ grade s\opo!. top

of slab at least ~ per foot Depth of foundations to be determined by local conditionsQuantities given are based on dimensions shown. vvings mOLJ be changed to suit \ocol conditions. If bed of strean;t requires paving use. G:i' of concrete or a· of 5+one

masonry and a 1'2 curtain wall of suff1cten+ depth at each end

SECTION ON A-A

s-o s-o· 7:...0

s-o g'-o

10-0

1(-6

12.-6

2:..1o'' 4:..3'

3'-4' 4'-9'

3:.1o'' 5:._i'

4:.4' 5'-7

4:..1o· 6.:.o"

5-3 s'-5' s-a· 6:.10

6:.;· 7:..3

Wt

2'- ( 2:..!')

2:..-f'

2'-10

3'-1 "

3'-3"

3'-6

3'-9'

3:..10

APPROVED ........ ~-~~~-1-'t.~-f ............. . s~~ ... _.-, .............. ~ ................................. BRIDGE ENGINEER

MATERIAL REQUIRED Bbls- Cement

Cu-Yds. Sand

Cu. Yds.5tone

'2.'2410 Lb5. Reinforcing Bars.

9709 5· '2.0"J·beoms@CD5-~28~.3-Ig-

Lbs. Structure\ Steel .. 2.- 8" Channels@\ \-5# 2.0~61g

G 50 .Sq: Ff. ?.." vvire Mesh.

TABLE OF BARS Mark No· Stock Oeser i ption.

Longitudinal in Slab.

t 50 r¢' X 21'-o Transverse in Slab.

h \0 t" x 2.9'-9' Hori3ontal in Parapet.

v 50 ~-§ ><.4·-c;;· Vertical in Parapet

Properly bond \hi5 con51ruction Joint with dowel :>tones or remforcinq bars.

A


ABUTMENTS & WINGS L H W2. Lt Ht B

7'-9 3'-3" i-0' s-o· 2-9' 1-7 34.0

g:...o" 3'-9' 2'-cf t-o· 3'-o i-o 45.4 59

10:...3' 4-6 i-i' 8'-6 3'-3' 2:.5 57.3 74!

11:..6' 4-6 i.-5' 9-3' 3-9 • "I 2-9t 73.2 95

12'-9 5-i:i 2.-i I0-3 4'-6' • "1 3-21 89.5 116t

14:.0 s'-3 2:.10 li-3 4-'6 3-7 108.5 140t

15-3' 5-9' 3'-6 12-:f 4-9' ..

4-o 132.5 172

IEHi 6-3" :3-1 ..

13-3' 5-6 4-'5 151.0 196

li-g" 6·-s· 3:..4 14-3 s-5 ... I 4-9 175.7 228·


STANDARD

55f

35-t 70t

43 86

52-t 104f

63-t 127-k

72 t 145i

84-t 169


SPAN 2 6 FT. ROADWAY 18FT. SKEW75oL

SCALE-{&1·-i-ci' 626 B-75

12evised 7-23-.32 S+one. Masonry WC.T.

4'v" bars per post

/

l Made b~.W·BD· Checked"'b..:t· "tr. r3. 1f. lf-1&· 2P.

-~ .......... '""""~a. .... .. • a leo .. ~ ....

'Ill

·JJ + L 0 al

I)

HALF PLAN

L 0 Ill (j

ELEVATION Batter ~~·in 112' up to s!..Q' Clear. Batter e"in 12"- S~O"+o 10~0· Clear. Bo++er ~in II?" -for ll!O" ond 112~0' Clear.

'oJ

·J,

'C') =--

·-~

',u I

NOTE

i.'

(-ci'

i

llf ~-~

.6"_l

eo'-o'

18~0"Roadway.·

STONE ABUTMENTS & WINGS CLEAR A w wl L H w., L1 H1 ~n~~ qlBt 4-d 3'-8' 4'-ci 3'-4 9'-6 3'-9 3'-o 5'-9' 2'-6 o.75 57.o

5-d' 3'-1 I' 4-3" 3'-5' 11'-o" 4'-3' 3'-i 6-9· 3'-o o.89 11.0

6'-d' 4'-i 4'-6 :i-1' 12'-5' 4'-9' 3'-2' 7~9· 3'-3" 1. 04 86.o

1-0 4'-s 4'-9' 3'-8' 14'-o' 5'-3" 3'-3' 8-9" 3'-6 1.20 I03.o

a-d' 5'-1' 5'-i 4~2' 15'-6 5'-9' 3'-8" 9-9 4'-o' 1.45 13l.o

g'-o 5'-s' 5'-1o 4'-4 17'-o" 5'-3" 3~9· 10~9· 4'-3' 1. 66 153.o i'Chamjer

'h" ro 10'-o" 5°-8° 6'-i 4'-6' 18~6· 6~9· 3~10 11'-9" 4'-6' 1.86 177.0

11'-o 5'-i 1~2· 5c 1" 2~o" 7:3" 4'-4" 12-9" 5'-o' 2.23 221.0

12'-o 6'-11" 7-6 5'-3" 21'-6 7:9· 4-5 13'-9' 5-3· 2.49 252.0

" /,.. . 1 Chomrer'"+' l _ _,_ll,__-"-1-'-1

i


MATERIAL REQUIRED

34-7 Gu. Yd.s. 'A:' Concrete. 53! Bblo. Cement 16 Cu.Yde. fund.

31£ Gu. Yds. 5tone.

'1:1':76 Lbo. Reinforcing 5ars.

5-ZO-I-5eamo @65.4-"' ze'-3'long. 8167 Lbo. 6tructural 5teel C.- fi'Channele @l\.5.. 1':3'-ci'lon .

650 Sq-ft. i'wire Meeh.

TABLE OF BARS Mark ·No. 5tock Oeecri ption

16 f¢xz5-3' Longitudinal in 51ab.

t. 46 ~-~x25-3' Tron5veree In :Slab.

h 10 {~xzli-~ Hori3ontal in Fbrapet.

v 56 {llx4-6' Vertical in Fbrapet.

Properly bond this construction Joint '\Nith dowel Stones or re.infor-cin9 b:lf"e.


ABUTMENTS & WINGS

Floor of J:;?ridge shell I conform to grade cf road. On level grade,slope top cf slab at leo"t J'B per foot. Depth of tiJundat•on" to be. determined b'! local condition<>. Quantitie5 given are b::l.sed on dimene1on-s ::shovvn. Wing:; ma~ be changed to euit local conditions.

A w w, L H w'l. L, H, B Bbls. Cu.Yds. Cu.Yde rren 5ond. 5tone.

4a± 1a 36

If be:a c( stream r-e~ui res paving, u<>e. f;" of' concrete or B" of stone masonry and a I~' cur+oin wall of sufficient depth at each end.

8'Ghanne.l (!?11.5~ Placed 9"jl'"orn race of

SECTION ON <t. OF BRIDGE

6-o 3:...4· 4:...9· 3:...o" 12:...5" 4:...9" 2:... 1' 7:...9" 3:...3" i-s· a6f 32 64

1'-o 3:...1o' 5:...2" 3:...3" 14:...0" 5:...3" 2:...3'' a:...9· 3:...5· 2-sf 83.6 1 oaf 4o t so-}

8-o' 4:...4" 5:...7' 3:...5· 15:...5" s'-9" 2:...i' 9:...9· 4:...o· 3'-2~ ro4.8 136 sof roo~

9-o' 4:...10 6:...o" 3'-9" 11:...o· 6'-3' 2'-8' ro:...9" 4'-3" 3'-1' 123.o 159% 59 t 118-:\:

rO-o' 5:_3· 6:_5 4:_o" 18:_6· 6'-9' 2:_10" 11:_9 4:_6· 4-o' 143. 186-:l: 69 138

d-o' 5:...a· 5:...10 4'-2' 2o-o" 1'-3" 3:...( 12:...9· s:...o' 4-s" 171.9223* a2i 165t

r2-o' 5'-2" 7:...3' 4'-s" 21:...6· 7:...9· 3:...3" 1i-9" 5:...3· 4-~204.9266 ga! 197

~o~~£AlTH o• PENNsyL~ ~ • ~474


STANDARD


SPAN 26FT. ROADWAY 18FT. SKEW6dL.

APPROVED __ ~-Nl1_)5£_~~ ___ ee~--BRIOGE ENGINEER

APP~EO_ ~;;:._~--at!,. ../ff.2 p-L~~-- -----CHIEF ENGINEER

It I II

SCALE "'- 1=1-0 626 B-6o

(

12c.v'Lsed 7·23-:32S+one Moeonry- WCT

.U)

'-~

Made by-J.E-M. Checked b 'J,v. 0. 5-28-CO.

INI'QIA.L UI ... C:IHQ CLOTH IIUCIKNO: DIQZGEM C:O., INC.. N. T.

+ !.. 0 OJ u

HALF PLAN

n

ELEVATION

<-0

" 0

'o ".Q

1~0"

NOTE

zo~o'

IB~O' Roodwoy

!"Chamfer

7-0 4-511 4 1-9' 31~9' ra~6 s'-6R 3'-S 7~9' 4'-3~ 1.20 125.0

a'-o s'-1" s'-7' 4-2' 20-3 s'-9' 3~11· s~6' 4~9· 1.45 15s.o 5

1-5' 5-10 4-4" 22.-3· 6'-3' 4-1" g'-6' 5-3' 1.66 184.0

s' -7" 7'-2 s'-t 261-3 7~3 4'-s" 11'-3" s'-0' 2.23 265.0

12'-d s'-11" 7'-6 5'-3 2S-3 i-9" 4'-9' 12-o' s'-3 2.49 302.0 13-0 1'-3" 1'1d' 5'-s' 3o-3 s'-6 4-1 i 13-d' s'-9 2.75 345.o

Driving Surface


MATERIAL REQUIRED 510[

.:;r;;.e; Cu.Yd&- -Giass"A· Concrete 1 GX :'.>3~

Bbls. Cement . Cu.'fd& . .Sand

Cu. Yds-.Stone.-

2.2JJ

10209

G50

Lb&- RGin)orcinq Bar&.

s-z.o"I-Bins@ ros.A-'"-~'.:;!g. lbs . .Structural .Steel. 2_ e," Channels@ II.~ 28~0 ..

.Sq.f't. 2." Wire Mesh.

TABLE OF BARS Mark. No Stock. Description.

+ h

v

I G -r~ . x 2!3·-::i' lonq·,tudinal in .slab.

Tron.sver.se. '.n. slob-

10 ~i< x 29'-9' Hori3ontal in Parapet

5<0 lz_"¢ x A-'-ro" Vertica.l in Porap"t-

A

Properly bond thiS con.:>truction joint with dowel .:>tones or remjorcin<J bars.


ABUTMENTS & WINGS Floor of bridge shall con19rm to grade of road. On I eve I grade,

.slope top of &lab ot least f6 per fcot. A W Wo L H Wa Lo Ho B

Depth of foundations to be determined by local conditions. Quantities given are based on dim~nsions shown.

2-10 4-3 <Hi 14-6' 4-3' 2-3 s·-o :3-6 6-0 3'-4 4-9 3- j' 16-6' 5-0 2-5 6-9' 3-9 2-5 81.

Wings may be changed to .suit local conc:jition5. , lf bed of stream requores paving use G of concrete. or 8 of s+one masonry and a 12." curtain wall of sufficient depth at each end-

i-o :3-io s-2. 3-4 18-6 s-6 2·-a i-9 4-3 2-9-l1o1.s 8-6' 4-4' s'-i' 3'-6 2o-:i 5-9 3-o 8-6 4-9 3'-ei 123.4

81

*

SECTION ON & OF BRIDGE

IC)-o s'-3 6-s' 4-o 24-3 6-9' 3-4' I0-3 5-6' 4-o

13'-o 6-7' i-8' 4-9' 30-3 8-6 4'-6' 13-0 6-9' s'-2.-i 282.7 367 136 272

Joint

APPROVEQ_ )n~ ~'} ,_L'j ~~-- --------~f.-~ ___ BRIDGE ENGINEER

~~---~~~;-~~~~~~~~--


STANDARD·


SPAN26 FT. ROADWAY 18FT. SKEW 45.L

Scale: :ra" e.,··~ 1~0"

626B-4s

f

Revieed 5-'25-W W•6-D-7·23·32 W. C.T. Stone Moeonry.

~I

I

I I I I I I I I I

L

~ u

! ~ '-------'----'------'L....L

-,-Made- b!:J. W·B-0· Checked b!J. Cli.il!Uf-6/t/27.

•• , .............. ,M~CI.OT"

•ai<-O.,M.Y.

HALF PLAN

·- _____ .. ___ -----~--a~·-q:__

1;:1~·--

- -e;·~!?L -- TciT_

~ -~ ,, .. v .. bar~J about 1'-6' c~c.

VI 4~'v"- bare

Gan5truction Joint

~e-o a~~n ___ _

ELEVATION A

a o'- o"

t'-0

4-'-8' --·-·--+--

STONE ABUTMENTS & WINGS CLEAR A w w, L H

cu.vos. TOTAl..

b~~=- CU." ... D:O. 1WO-

4-d' 3'-8 3~ ti' 3~ I 6'-6 2~9· 0.75 48

s-o 3'-1i 4'-2' 3'-i i-6 .3-o 0-89 59

6'-d' 4-2· 4'-5 3'-:1 8'-e' 3'-6 r. 04 7 I

7'-0 4-5 4'-8 3~4· g'-9 3'-g" 1.20 86

8'-d s'-1' s'-s" 3~9 rr~o" 4'-3' 1-45 I I 0

9-o s'-5 s'-1o 3'-1i 12'-3' 4-9' 1. 66 130

1d-o s'-8 a'- 1" 4'-o 13~.3 s'-o 1. 86 149

11~0· 6-1' 1'- r" 4'-6 14~3· s'-s' 2.23 185

12~0 6'-1i 7~5 4'-7' 1s'-i s'-9' 2.49 209

'r--.!..

.j


NOTE Floor of 5rodge S:all conform to gra'!e of road. On level g;c;>de, elope top of ela b at least f.; per foot. Depth of foundatoon" to be determoneil b!::j local cond1t1ons. Quantitiee given are. based on dimensions ehovvn. 'liVings ma';l be changed to suit local condition.,, If bed .of stream require,; pavin9,u"e 6'' of concrete.or 8' stone masonry and o 1'2" curtain wall "f suffiCient depth at each end.

e; Channel @ II. 1~3-3"1'3.

SECTION ON <t_ OF BRIDGE Batter ~~·in 1'2" UP. to a'·o· Clear. Bo.++er 2"in 112"-a~o"-to 10'-o" Clears/ 6o+ter '2~"in JQ' for JI!.O" and 112~0· Clear~.

MATERIAL REQUIRED

35.'7 cu. Yde. "A.' ConcreTe.

55t Bbla. Cemen-t.

16 i: Gu.Yde 5and

32.! Gu.Ydo 5tone.

2374-Lbs. Reinforcing Bars.

1

5-le:.r E>eams@<5.6 3001 11'783Lbe. 6tructural .Steel. .. "' , .

[email protected] 1'5-3 I

63 0 5c:j-. ft. c!: Wire Mesh.

TABLE OF" BARS Mark No. 5tock. Description.

16 f¢x3ci-d' Longitudinal in 51ab.

t 56 i"x1s-s· Transveroe in '51ab.

h 10 f¢x3{-9' Longitudinal •n Fbrapet.

v 60 ~"x4-6' Vertical on Fbro pet:

ABUTMENTS & W.INGS A w w' L H

Cu.Yde ·e·co

3'-9' 2·- o· t;:..6 2·-9 7'-6' i-o 41.3 53~

2'-3" a·-s· 3·-e· 52.8 sat

9'-9' 3-9 66.1 86 s-o· 4'-4" 5-6 2·-a· n'- o' 4'-3' 82.1 lost 79

3:..o" 12'-3' 4"-9' 100.6 130* 96{:-

1o:...o·i s·-3· s'-4' 3'-1 " 13:..3' s·-o I 17.8 153 sst 1 13f

11'-o' s·-a· s·- 9' 3'-4' 14'-3' s·- 6' 138.2 179! ss-t 1;~3 12:..o· s'-2' 7'-2' 3'-s" 1s"-3" s'-9" 1so.s 2oa~ 77-;J:- 154f

R-or:>erl~ bond thio condtruGtion .!oint---with dowel .Sfone.a or rninf"orcin3 b:ln>.

LEAR 4-o" 5-d' 6-d' i-o· s-o' g'-o" tO-o" 11-0"

12-o"

APPROVED_~_l,J_r,.J-_!{

B r'-7'

i-o· 2-s· 2'-9f .3-2¥' 3'-7"

4-o" 4-s· 4-9f

__ e ~-~ __ BRIDGE ENGINEER.

A~--------

- - - - ___ - - - ____ . CHIEF ENGINEER.

~o\\~£ALTH OF PENNsyLl1 ~ • ~1\94


STANDARD


SPAN28 FT. ROADWAYJ8FT.

628B

(

l2ev"1sed 7-23-..3Z 5+onc Masonry WCT.

'c\J

'-. _./

MADE BY J.E.M. CHECKED BY w . .e., 0 5"'28-'2!'1.

IMNIIIIAI..TttACING CLOTH &UCIQI.IC OIKna&H co., INC:., H. Y.

HALF PLAN

. ELEVATION

c g_

(f)

'«)

c;., L

+ 0 L (\) 0 u (])

u

"«> ·.Q

NOTE

STONE ABUTMENTS & WINGS CLEAR A w w, L H w. L I HI ·~l~@xgJi 4-o" 3'-8 3'-1i 3-i 1'-a' 3-3 3-1' e'-d z'-9' o.75 so

s'-o" 3'-1 i 4'-z' 3'-3' 8'-9 3-6 3'-i 1-o 3'-o' o.89 62

6~o" 4'-?.' 4'-5' 3'-5 1o'-ri 4'-ri 3'-i 8'-o 3'-3 1.04 75

1'-o" 4'-5 4·-8· 3'-6' ,,·.3 4'-6 3~4 9'-o 3'-9 1.2o 90

8~0" 5- ( 5'-6' 3'-1 i 1i-6 4'-9" 3'- 8 1o'-o" 4'- o' 1.45 1 1 3

9'-o" 5'-5" 5'-10 4·-,· 13'-9" 5'-3 3'-9 11'-o" 4'-3 1.66 132

10'-o" 5'-8 6'-1"4-2'15'-o" 5~9" 3'-li1i-o" 4'-9 1.86 155

I 1~0" 6'-i 1'- ( 4'-a' 16~3· s'-o' 4'-4 13'-o 5'-o' 2.23 192

12~0" s'-1i 7~5· 4'-1o d-6· 6'-s" 4'-5" 14'-o" 5'-3" 2.49 215


...... ·'

A w WI

4'-d' 2-2' 3'-9' i-(' Floor of bridge sho\1 conform to grade of rood. On \c;,ve\ grade. slope top of slab at leosh'i," per foot. . . .

Depth oj foundations to be determined. b4 local condltlon5· Quontitie5 qiven are based on dimens\ons shovvn. Wings maLj be changed to 5uit loco\ cor;,dition5· , If bed of strea'T' req.uire5 paving use G .of concrete or 8 of stone

masonry and a 1'2 cur+ain of suff,c•en+ 'dep+h a+ each end.

SECTION ON A-A

5-d' s'-d'

1'-o' 8'-o

9'-o'

1o'-o'

li-o"

i-ld' 4-2' 3'-4' 4'- s'' 3:...1o' 5- i' 4-4' 5-6 4:.10' 5'-1 r s'-3" s'-4

s-a· s:... 9' i-2'

APPROVED ......... ~-·~·~I·l..'\.:L~ ....... .

2-3'

i-7" 2._10.

3-o 3'- 3.

3'-6'

3-·i' 3'-10

-·~·~·~---... ..BRIDGE ENGINEER

-~·~::==·~1:; .. -·::=:::~R

MATERIAL REQUIRED 55l Bbl,.. Cement

36 Cu.Yds.Class"A" Concrete I !Ot Cu. Yda.Sond

33 Cu. Yd,.Stone

2419 Lba. Reinforcing .Steel

ll.90G S-IB"J·beama @ T5.6# :;,o'-:!) lg.

Lbs. Structural St~.el 1" , .. 2-5 Channels@ 11.5 '2.0-G \g.

Sq. ft. of 2" VJire Mesh

TABLE OF BARS Mark No Stock Description

Longi tudino\ in Slab

t 54 {9 ><. 2.1~0 Transverse in S\ab

h 10 f9 x.31:..9 Hori3onta\ in Parapet

v <00 ~:,.-><.4-6' ·Vertical in Parape'r.

Proper\~ bond th.ls con:>truction jomt with dowel .otoneo or reinforcing bars .


ABUTMENTS & WINGS L

i-s"

8'-9'

ld-d' 11.-3 ..

12-6

13-9'

1s·-o

ls'-3 ..

17:...6'

H w .. L1 H1 B ~;~d; Bb\s. Cern~

3'-3' 2'-d' s'-o" 2'-9 I'- i' 33.9 44

3-6' 2'-6 i-0' 3-o i-o 44.2 s1!

4!...d' 2._1 .

8'- c· 3'-3 2-5 5S.3 73

4-s ..

2'-s" 9·-a· 3-9 .. , 72.4 94 2-9z

4-9 " 16-o' 4-o· I ''(

ll3f 2-7 3-22 87.6

5-3' 2-8 11-0 4'-3 3-i 105.7 137-i

s'-9 3:..0· 12-o ,

" 4-o 162-;l: 4-9 125.0

s'-o 3:... f 13-o s'-o 4-'s 147.S 191-f s:...s· 3'-3 t4-o 5'-:3

·-r·· •.• 4-~·175.0 227~


STANDARD

Cu.Yds. Cu:Yd .5ond .Stone

IS* 32t

21* 42t

27. 54f

34~ 69t

42t 84;j:-

sof 101f

sot 12ot

71 142

84:f:- 168;f


SPAN 2 8 FT. ROADWAY 18FT. • 0

SKEW75L

sCALEf&i·=,·-a· 628 B-75

4 v· bars per post

'" -~~

I Made b!:j.W·B·D· Checked blj· -tJ./3. fl tf-16·:Zi. ·~ ............ tlUcUoOC<Of" •••co., •. .,,

HALF PLAN

ELEVATION

STONE ABUTMENTS & WINGS CLEAR A W W1 L H We L, H, b~~~1~ J~}\~i:

18'0" Roadway

'.I !"Chamfer . .,

4-0 3-e" 3'-1i 3-4 g'-3' 3'-9 3'-o" 5'-6 2-6 o.75 56.o

5- ' 3'-11 4'-2 3'-5' 10'-g' 4-3" 3'-1' 6-5' 2-9 o.eg 1o.o 6-0 4'-2' 4-5 3'-1" 12'-3' 4'-9 3'-2.' 1'-5' 3-3 1-04 85-o

7'-d' 4'-s' 4'-a" a' .. a~1a'-g• s'-a" a'-3 8-e: 3-6 1.2o 102.o a'-d' 5- !' s'-s" 4'-2R 1s'-a" s'-g" 3'-1 g'-6 3'-9~ 1.45 12.9-o

g'-o' 5'-5' 5'-10' 4'-4' 16'-g" 6'-3 3'-9 10'-6 4-3 1-66 151. o

10'-o" 5-8" 5'-i' 4'-5" 1e'-3 s'-9 3'-1011'-6 4-6" 1.86 175.o

11-0

1'-i'

i

BEAMS 8t PARA PET DETAILS

NOTE Floor of Bridge "!;\all coqorm io grade cf road. On level grade, slope tap cf slab at leaet Jli per foot. Depth or foundations to be determined by local conditione. Quantitie5 given ar:-e b::lsed on dimensions 3ho""n·

MATERIAL REQUIRED 56-i Bblo. Cement.

36-5 Cu.Ydo.'/\" Concrete. 16!' Cu. Yds. 5and.

aai Cu. Yds. 5tone.

'e.~ Lb" Rein arcing Bars.

5-IB:I-Beams @15.B ao'-;5 long. 11964Lbe.Btructural 5teel.2.-e'channela l\.5 -c'S-d'lon.

6'50 5<:j-.Ft ?.."Wire Mesh.

TABLE OF BARS Mark No. .Stock Descri >tion

Longitudinal in 51ab.

Transverse in 51ab.

Hori.3ontal in Fbrape.t.

v 56 f !lx4-6' Vertica I in Fbrape.t.


ABUTMENTS 8t WINGS W._ L, H 1

2:.0 6'-6 2'-rJ i-o· 5 1 . Wings may be changed to suit local conditions. If bed c( sfream requires paving,use6"cf concrete or8'of etone masonry and o IQ'curtain wall of .sufficient depth aT each end.

s'-o' 3~4 4~8 3'-o 12.~i 4:...9 1'-0' 3~10 s~ I' 3'-3 13~9 s'-3

2.~ ( 1'-5" 3:...3" i-s· 66.2 3 1 ~ 6 3 ~

2.~i a'-6 3:...6' i-st a2.1 1o1f 394 79{-

SECTION ON ¢.. OF BRIDGE

~o~~£ALTH oFPENNsyL~ ~ • ~1\94


STANDARD


SPAN 28FT. ROADWAYI8FT. SKEW6Q

0

L.

. SCAL!: & 1~1:..0' 628 B-6o

(

Revised 7·23·32 S-tone Masonry W CT.

Made b!;~.WB-0.

'"' ·/J + L

Jl u

Checked b!,j. J.[.M.5·5·2.~-

«> '!J

. I ·!..

f.J

/ HALF PLAN

. ., ----r!.l-

+ L L g ] G u

ELEVATION

STONE ABUTMENTS &

2o'-o" 3~4 6~9·

18'-o• Roadway 3~5· 7~6·

81-d' s-1 " 3~11' 8'-6'

4'-0 9~3 s'-1o" 4~411 22-0 I 6-3 . cJ-o s'-5'

10-0 s'-8' 6~1 " 4-6" z4-0 s'-9' 4'-2. 10~3 I

11-0 s'-7' 7~ I " s'-t . z6-0 7~3 4'-7 II~OJ1

12-d1 s'-11' 7~5 s'-3 z7-9 7'-9 4-9 12-o

Driving 5ua:face

i.wire mesh

IB"I-Beom(!?"156' 31c51~

;e,'-6'


WINGS Ho

CU.YDS TO'T;o.L

~~'t~Si ~o"'f&Th. 3'-0 0. 75 68.0

3'-6 0.89 84.0

3'-9' 1.04 102.0

4'-3 1.20 122.0

4'·9" 1.45 156.0

s~O 1.66 182.0

s'-a" 1.86 212.0

5-9 2.23 263.0

6-3 2.49 300.0

J :8· 1!::

MATERIAL REQUIRED

36-8 Cu.Yd" 'A" Concrete.

51 Elbls. Cement.

11 Cu.Yd,.5and.

5:Ji Cu. Yds. 5tone.

'1:355 Lbs. Reinforcing Bar.o.

5-lecr-Beam" @'75·6 31~3'1on9 . I '1!451 Lb"· 5tructural 5leel. " , ..

C:-8Channel:o@l1·5 Zf!·O long .

600 5cf.Ft e'Wire Me,h.

TABLE Or BARS ark. No. 5tock. De,cription.

16 f"x 31~;:i Longitudinal in 51ab .

t. 39 !'"" -ee-c; Tron,verse in 51ab.

h 10 f-x3i-s' Hori;,ontal in R:>rapet.

v 56 f"xa.'-6' Vertical in Fbrapet.


ABUTMENTS & WINGS

NOTE A W W1 L H W~ L 1 H1 B ~~~:

Floor o( Brid9e s):'loll conform fu grade cf road. On level grade, elope top CJf slab at least 1'& ,per foot. Oe.pth of foundations lt. be determined b~ local condition~. Ql:lantitte~ given a.-e. ba.oed on dimen~lon~ ~hovvn. W1n9~ malj be changed to ::5u1t local conditions. If ~d of ~fream nactuire~ pavin9,u::~eercf concrete or8'ofs+one masonry and a If: curtain wall o( "urficient depth at each end .

SECTION ON ¢. Or BRIDGE

APPROVED_~ =!/1,_ L 'l.~i'"-- Ee. ~__BRIDGE E.NGINEER

APP~ED~-k~~L'f-Lf;.Zd"' __

L~~CHIE.F ENGINEER


STANDARD


SPAN 28 FT. ROADWAY 18FT. SKEW45oL.

SCALE. & ~~~o· 628 B-45

Revised 5-'25-'25 W·B-0.

·., ·.;, + . 0 •

i::;

" 7-Z3-32 W.C.T. Stone Mosonry.

:c

I I I I

~-+------------------a;"·fbar~--1 ii

A -L-1 ------------------ , 'o ____ _

I I " ·.!, o I I '(bars -~ 1 1 3:o· o

. 0 ....

6 u

--''

HALF PLAN

30'-o"s an

ELEVATION

I I ___ c.._ ____ j_

I I

I J

---------1--

18'0" Roadwa

·v~bar

STONE ABUTMENTS & WINGS CU.VD. TOTAl..

CLEAR A W W1 L H ~~~cu.~~~.

s'-6 3'-r ( 4'-3' 3'-2 1~9' 3'-3 o.89 6 1

s'- "4-2 4'-s" 3'-4~ 9·-o 3'-9 1.04 ss i-d' 4'-5' 4'-9· 3'-?. rd-o' 4'-d 1.20 as 8-cf 5

1-!' s'-7' 3'-9' 11'- Q 4'-3 I. 45 1 I I

g'.rJ 5-s' s'-ro 3'-11' 12~.3' 4'-9' 1.66 r3r

10'-rS s'-a' 6~2 4'-o 13~3 s'-o 1.86 151

11!..d' 5'-1' 1'-2' 4'c6 14'-3' s'-e' 2.23 (87

12!..ci 6'-11' 1'-6· 4'-7' 1s'-6 s' .. g" 2.49 213

1~0 7~3" 1'-1ci 4'-9 16-6 6'-3 2. 75 244

I '

J

~

BEAMS&PARIPET DETAILS

NOTE

L 0

" u

,~ ..... ~~~~ u

2o"I·beamGi)BI.4"·32'o"tong

e+. Jt.


Floor- of b..-idge shall conform to grade of r"ood. On level grade slope top of slob ct least ;k" per foot. Depth of foundations To be determined by local conditions. Quantities given are based on dim ens ions ehown. Wings may be changed to suit I ocal conditions. If bed of stream requires paving use 6 .. of coricrete or 8nof stone masonry and·a le·curtain wall


Mark.

t

h

v

MATERIAL REQUIRED.

1

6o! Bbls.Cement

3S.2 Cu. Yds.A"Concrete. 16 Cu.Yds.Sanc/.

36 Cu. Yds.Stone.


I S-20"I·beams €181.4-""- 32:o· I g.

13467 Lbs. Structural Steel. .. 41

... 2·8 Channels@l/.5 -19·3 /g.

No.

16

60

10

60

TABLE OF BARS. Stock. Description .

.L"~ • .. 2 X 32·0 Longitudinal in Slab.

fx1s:s ..

Trat"Jsverse Slab. in

r~x 33's" Horizontal in Para pef&

{~4'-6" Vertical in Parapets.

ABUTMENTS & WINGS.

LEAF B

s'-o' 2'-o' s'-o' 2'-s· 7-o· 2'-gf 8-o· 3-2f 9'-o· 3'-7'

rO-o' 4-o" 11'-0" 4'-5"

1Z:.o" 4-9/; 13'-o" s'-2>¥

APPROVED_~ __ )_._]_Ij_~7--

--~-~-~---BRIDGE ENGINEER.

APP~VED .. ~/-- ___ ------- __________ _

--~--CHIEF ENGINEER.

~()\\~f.i\LTH OFPENNSYL~ . t~ • ~~4


STANDARD


SPAN 3 Q FT. ROADWAY 18FT.

6308

Revised 7·23-.3Z5tone Masonry W C.T

Made ~-W-B-D Checked'~- J-t-M. 5- B·ZB-

IMI':I:RI ... I.m .. CINOCLOTK &UC&N&DIIlT':I:OKN CO., INC., N.Y.

'"' ·ell + L

] u

L

4cf Brid5je 'n

'-,!l

'<o '"' .I -L 1\l

HALF PLAN

ELEVATION

i .__,.,

-~

-r--

'-'=-l

181-0M Roodway_

(Chamfer

4-ei'

STONE ABUTMENTS & WINGS CLEAR A W Wa L H Wa L, Ht ~~~oJ ~~~e~T. 5'-o" 3~1 I 4'-3 3'-4" 9~o· 3'-g" 3'-2 7'-o' 3'-o' o.e9 63

5'-o" 4'-2 4·-6· 3'-s" 1o'-3' 4'-o' 3'-2' e'-o 3'-3' 1.04 76 7'-o" 4-s· 4'-9' 3:-e: ,,·-6· 4'-6 3'-4" 9'-3" 3'-9' 1.zo 91

s'-o" s'- ( s'-7" 4'-o" 12-9' s'-o 3'-8 1o'-3' 4'-d' 1.45 1 16

9'-o" 5-s" s'-u:i 4'-1' 14'-o" s'-3' 3'-1o 11'-3' 4'-6 1.66 136

157

194

223

252

J Drivin'3 6urface f J

a·-e;


MATERIAL REQUIRED 61 5bls.Cement.

39·4 Cu. Yd5.i\"Concrete. 18 Cu.Yds.5and.

36! Cu.Yds.5tane.

'2.61?. Lb,, Reinjorcing 5ars

750 6cf-Ft i.'Wire Mesh.

TABLE OF BARS Mark. No. :Stock. Description

16 {~x<Jc.c3' Longitudinal in 51ab.

t 58 f~x21cd' Tran5ver.se in 5tab.

h 10 f~x33'-3' HoriJontal in Fbrapet

v 60 {~x4C6' Vertical in Fbnapet.


ABUTMENTS & WINGS A W W1 L H W"L • L, H1 B C~-~~:

Floor of E>rid9e 't'all confOrm tb 9rade cf rood.On level grcde,slope -tbp cf slab at leaet fo per fOot Depth of fOundations to be de'hormined b!:Jiocal conditions. Quontihes ~iven are ba~d on dimensione shown.

6'-o' 3'-4' 4'-9 i-1· 10'-3 4'-o" i- ( a'-o' 3-3· 2:.5" 57.3 74f 21-t sst

Winss rna!:~ be chang:.d to suit local "?nditron,, , If bed cf stream ~u1re" l"'ving,use6ofconcrete orB of stone ma5onry and a IC:'curtoin wall Cf sufricient aepth at each end.

3st 7ot

43 86

s2t 1o41 10'-o" 5-3· 6'-s' 3'-5' 15~3" s'-9' 3'-o· 12.'-3" 4'-9" 4:.o" 13.2.5 11.2 63~ 127t

11'-o" 5-B" 6-1d' :f-9" 16:.6" 6-3" 3'-1" 13'-3" s-o" 4:...5' 151.0 196 72t 145;j:

·:: .·.:. 12'-o" 5'-2." 1'-3" 3'-1o• 11:.9• 6'-6" 3'-4" 14-3" s'-6' 4:.9f 175.7 2.2s

c.o"-I-Beam @81·4~


APPROVED __ ~ ~.l_,_l 'i ~ 'i'_ __ ££.~..BRIDGE ENGINEER

APP~ED _ .ht~ _,24 ./2..U:::.. ~-CHIEF ENGINEER



BRIDGE SPAN30 FT. ROADWAYI8FT.

SKEW75°L.

scALEia~:.~o 630 B-75

12evised 7·23·32 S+one Masonry WC.T.

HALF PLAN

(

34-'-ci'

'I{) 30-6'5 n .I

c! "' + L

~ I: L 0 j I!)

l) ()

ELEVATION

'~ -----

1 Made by. W.B.D. <::-.~~.~~.~ by.O!Ji.W 5/9/2.7

Wz

NOTE

i 8' i

... ~-'=~ .. _ _,_t'-"""o_·_ -- !I I:. I"

18~01 £oodwoy

!"chamfer

STONE ABUTMENTS & WINGS cLEAR A w W1 L H w. L 1 H 1 p~~fi~t ioYtcrt 5-o 3'-11' 4'-3' 3'-5'11'-o' 4'-3 3'-i e'-g' 3'-o" o.eg 11.0

6'-d' 41-2

1 4'-6 31-7

11 121-6~ 41-9

1 3

1-2" 7~9" 3'-3' 1-04 86-0

7-d' 41-5

1 4'-gw 3

1-8

114

1-0

1 s'-3' 3'-3 s'-g" 3'-6' 1·20 103-o'

a'-d' s'-1" s'-1~ 4-ils'-6" s'-9~ 3'-a' 9~9" 4'-d' 1-45 13t.o

9'-d' s'-5 s'-10 4'-4" 11'-o~ 6-3 3'-g'to-9 4'-3" 1-66 154.0

t'-i I ~- i ! j. ~------4-_,a,_" _________ ..J_ _________ -"'4-_ __.e,_· ___________ _


Floor: cf Bridge '!~all conform to grade cf road. On level grade,:slope top of slab at least,!.; per foot. De.pth of foundat'ione to be determined by local condition,, Quantities· Riven are b::Jsed on dimension'=> ehown. Wings may be changed in 5uit local conditions. If bea of sfream requires paving,uee 6' cf concrete or 8' of stone masonry and a lz" curtain wall o{' sufficient depth at each enCl.

Channel @ 11.5~ '22~9'1ons placed 9'from face of Abutment


APPROVED-~ ~j}'l_J.i.'Z .. --~~-BRIDGE ENGINEER

~-~= = -~;E~-~~~INEER

MATERIAL REQUIRED 62 Bbl-'1. Cement.

40 Cu. Yds. 'A. .. Concrete I 8 ~ Cu. Yds. Gand.

36-i' Cu. Yde. :Stone.

15-'COI·Beamo"'01.4~ 3i-:5'1ong 13643Lbs. Btructural 5teel C.-Ei'Channel~II·S '2.2~9ion :

750 .Ft. i'wire Meeh

TABLE OF BARS Mark No. 5tock Description

16

t

h

v

Longitudinal 'tn 51ab.

Transverse in Slab

Hori3ontal tn Parapet.

Vertical in Parapet.

Properly bond this construct ion JOint with dowel .stone.:> or reinforcing bar.s

RT L.ABUTMENT SECTION

ABUTMENTS & WINGS

~Q\\~t.ALTH o•PENNSYf.~ ~ • ~1\r..q


STANDARD


SPAN3 0 FT. ROADWAYI8FT. SKEW60"L.

6308-60

12evised 7-23-32 S+one Maaonr"y WC.T.

Made by J.E.M· Checked b . '<.!.1.?.0 ~-"28-"28.

ljoji'GIIAI..TitACINQCLOTH O:UGD"'; I>IETli:Q&H CO., INC,, H, Y,

HALF PLAN

ELEVATION

STONE ABUTMENTS & WINGS MATERIAL REQUIRED CLEAR A W W1 L H Wz L1 H1 [;~~f'/.~ .Eo1~);, 104,\: Bbls. Cem<lnt-

3-~~·· 4'-3' 3'-5" 14'-6 4-3 3'-3 s'-o 3'-s" o.89 s5.o 41 ~ Cu. Yds. Class •·A·· Concrete. 19 Cu.Yds. Sand.

38 Cu. Yds. Stone. 4-2.' 4-6' 3'-a" 16-6 s'-d' 3'-4 s'-g' 3'-901

1. o4 104.0 '20~0·

IB"-O''Roodwa 2.555 Lbe. of Rein}orcin9 Bars.

\o -~

11-d s'-7~ 1~2· s'-1" z6-3 71-3~ 4'-8' 11'-3/l G'-o" 2.23 zss.o

12-o' 6-1 t 1~6 s'-3 zfi-j 7~9· 4-9 12~o" 6~3· 2.49 302.0

13~0 7'-3 7c1o 5-6' 3o-3 8~6· 4~11' 13~o" s'-g' 2.75 345.0

Joint

5-2o"'I-Beams @81-4# .33~.:~,""Jq. 14,177 Lbs. 5tructural5teel. 2.- 8··channels@ 11-5# ze,: a·· \g.

750 Sg.· Ft. 2."" Mesh Woven Wir<2

TABLE OF BARS Mark No 5tock Descriptions

1<0 ~·9> x33~.3· Longitudinal in slab.

t 43 i¢"" 2.8~0" Transverse in slab.

v 5G f"x4.·-co·· Vertical in Parapet.

oj Roadway

A

Properly bond th•• construction joint wit

dowel ·stone" or relnforcmg bars.

BEAMS & PARAPET DETAILS RT. L ABUTMENT SECTION

NOTE Floor of Bridge l~all conform !o grade of road· On level grade, slope top

of .slab of least •~ per foot. <!) Depth of fa'!ndotions to be determined b4 local conditions. Quantities qiVen are bosed on dimensions shown. Wings may be changed to suit local condi\ions. If bed of .stream requires paving use G"" of concrete or 8" of stone masonry and o 12"" curtain wall of-sufficient depth at <loch end·

c 0 0.

If)

SECTION ON b OF BRIDGE

ABUTMENTS & WINGS

6'-6 3-4 4:...9' 3'-1' 16-6' 5'-o' 2-5' 6-9 3'-9' 2-5 81 1os;t 39 78

i-6 3:..1o' 5:...2"· 3'-4 u3~6 5'-6' 2'-8 i-9· 4-3' 2-9i 1o1.s 13ti 481 97l

8-o 4:..4' s:...i" 3'-6' 26-3' 5:... 9' 3-o 8-6' 4-9' 3'-2{ 123.4 160-! 59-! 118~

9-o 4:..10. 6:..6' 3:...9 22-3 6'-'3' 3-3 9-6 5-3 3-7' 149.6 194-! 72 144

16-o 5'-3"' 5:..5' 4.:..o' 24-:f 6·-9· 3:...4 10:...3 5:...5 4-o 176.8 22~ 8s 110

1!-6' 5:...9· 5:..10 4:...2 26-3 7·-3 3·-·1 li-3 6-o" 4-5 207.3 269 99:f 199~

6-2 7-3 4'-s 2S-3 7:...9· 3-9 12-o 6-3 4-9!242.3 314£ JIG-! 233

6-i 7-8 4:...9 30-3 8-6' 4·-o 13-o 6-9' 5"-2i282.7 367 136 272


STANDARD

APPROVED ....... ~~~-'if-\-~~~ ........ -.... .


SPAN 3 Q FT. ROADWAY 18FT . SKEW45°L.

.3 fl •

SCALE il= I • 1-0 6306-45

.... S .. f.~ ...... - ...... BRIDGE.: ENGINEER

~~~:~::.::·~~-;~; .. ·~~~-;~~ER

HALF PLAN

r-------------------------'3"'6o<_'-__,6o<_ .. __________ _

L a QJ

Cj

Made b!:J· W·O·D·

A

Checl<ed b!:J· tJIOJ.'Uf. 5/25/27 .,,,.,. ....... .....,..ocum<

K" lCO., 0.~.

~~ o! ,,-U'

Gon.5truct'\on Jo"tnt

ELEVATION

L a

"' G

"' -o,. + L

2 u

STONE ABUTMENTS & WINGS CLEAR A w w, L H Pi~·,.J'J· ~~; O)lfABitt " 5-d' 4'-l 4'-3 3'-i 7'-9 3'-3 0-97 64

zo'-o s'-o 41-5 4 1-6. 3~4 g'_Q 3'-9 1-13 78

7'-d' 4'-8 4'-g" a'-s 10'-d' 41-d 1.30 92

a'-o s'-4· 5-7' 31-9 II ~o· 4'-3' 1.56 115

f-ci'

i 8' i fi-(f 5'-8 s'-10 3°-l i IZ-3 41-9 1·78 136

10-0 s'-1i 6'-2 41-0 13-3 5'-o' 1.98 156

ll:.d' s'-10 7~2 4~611

141-3 5-6 2-37 192

12~6 7~2. 7~6 4'-i 151-6 5~9 2-63 218

13-0 1'-6 7'-1<5 41-9 16'-6 6~3 2,91 249

MATERIAL REQUIRED 68! Bblo. Cement.

44.4 Cu.Yd5. 'i\"concrete. 20i Gu.Yde. &>nd.

40:! Gu.Yde.5tone.

2113 Loo.Rein orcing Bora.

6-~d'T:-Beame@BI:'4-'54~<i'tg. 17116Lbs. 5tructural 5teel. -e.-e·[email protected]'-ta'-6lg·

960 6q. Ft. e:· Wire Mesh.

TABLE OF BARS Mark. No. 5tock. Oeacri ption.

15 { 11xa4-.3' Longii'ud ina I 1n 61ab.

t 64 g' 91x-c6-c5 Traneverae in 6lab.

h 10 r¢xa6-3' Longitudinal in Fbrapei'.

v 64 {"'><4'-6" Vertical •n Parapet'.

ABUTMENTS & WINGS

'10 7'-ci' 3'- 9' s'- 2.' a·- i' 10:. o' 4·- o' 70.0 91

·JJ a:...o'4'-3's'-7"a:.s·ll:.o·4·-3' 84.7110

g:...o 4·- 9' s'- o' 3:. o' 12:..3' 4'- 9' 103.2 134

1o:..o· s·- 2' s'-s" 3'- !" 13:.3 .. s·- o'' 120.9 JS7

I :3-8 i.


NOTE Floor of Bridge shall conform to 9rade of road. On level grade, slope top of elab at leaetn;'perfoot. Depth ?f faundotion5 to be determined b!:J local condition'>. Quantities given are bae£.d on dimeneion5 :3hown. Wings· ma~ be changed to euit local conditions. If bed .Cf. etream re.q.uires pov'tng 1uee 6' Of concre.te or~' of' atone masonry and a ~~·curtain wall cf 5U('f1Cient depth at each end.

~~ .. tE~::::

_:;_::.- ·.·.~·-1---------------------'a"'-c""·-"'o'--.. _,:s,.,p"'a'-'-'-n ----------------~---:~:·.:.=&!·.:_::-: ·.:.a.·. ·:b:

@4t~ r;~::it\:i:.2Q I. A .I SECTION ON A-A

LEAR B

s'-o" z'-o' 5-o" 2-s· 7'-o' i-9}' 8-o· 3-zf 9-o" 3'-7'' 1d-o" 4-o· 11'-o" 4-s· oi-o" 4-9b" 13-o' s'-21!

APPROVED_~_)_, J9~.J

--~-£-~--BRIDGE ENGINEER.

APP~OVED_ -;if"- __________ _

-~~~-'"=eHIEF' ENGINEER.

~O~~f.ALTH o•PENNSYLt& ~ • ~l\r4


STANDARD


SPAN32 FT. ROADWAY! 8FT.

6328

(-

Revised 7-2.3-32 S+one Masonry WC.T.

HALF PLAN

1:.1!' Z co· G'7i \0' G'l;. 1·5". G.. . J-11""

-=====>. == -'=== .... - .. J-~ ·I· -1- -1· -1-1- ·I· ·i· H-1- -!· I bf 5-h bar&

4 v bars per posr"' -}-..._ I I ~ \1~'...,.-11+--11-:-- ---J·--J·-j r-- -1----J--T- j+-11+--*r--1---ll---1--_+,,_-- :iii=ZJ-----"'1

Mode b4 J.E::.M-Che ed b . ~[) 5~8-1.8

IMPQIIALTWA,CINO Cl.Onl ltUGitNI<IIII;TZC>II:HCD.,II(C.,H.T.

I--' I- ., -j· -i -r 1- ,-r-11 t-- -:·

'-' -1- ~- 1-f--! _,_

'o ·.ry

ELEVATION Bo++er 'Z,~!112, 8 p .-+o 10 p .Clear~. Bo+ter ~ 1n 1'2-11-0 to 13·0 Cleors.

20~011

BEAMS

STONE ABUTMENTS & WINGS cLEAR A w w, L H wa L. H. ~Ws~.EJ1~1:

s'-o' 4'-i 4'-3 3'-4' g'-ci 3'-9 3'-2' 7~0 3'-ci 0.97 66

6'-o" 4'-5" 4'-6" 3'-5" 10'-3 4'-o' 3'-2' 8~0· 3'-3 1-13 79

1~0" 4'-9" 4'-9' 3'-6 1 i"-6· 4'-5" 3'-4' 9'-3" 3'-9" 1.·3o 95

8~o" 5'-4 5'-1" 4'-o' 12'-9" 5'-o" 3'-8"10'-3" 4~o· 1-56 119

9'-o" 5'-8' o'-16 4'-1" 14~o 5'-3" 3'-1ci 11'-3" 4'-5" 1.78 139

1 o'-o" 5'-1 t 6'-i. 4'-i 15'-3' 5'-9" 3~11" 12~3" 4~9" 1. 98 1 62

1 r~o' 5'-16 1'-i. 4'-i 16'-5" 6'-3' 4~4· 13'-3" s'-ci 2.37 198

12~0' 1'-2. 7'-6 4~1o" 17~9 6'-6' 4'-6 14-3 s'-6" 2.63 224

13~o' 1'-6' 1'-1ci 5'-o' 19'-o" 1~o 4'-?"15·-3 s~9' z-91 258

. , .. \·3'i.

DETAILS

MATERIAL REQUIRED G9k Bbls Cement

44-j Cu.Vds. Class ·p;· Concre1e 2.0~ Cu-Yds 5and

21\4

17199

4 I Cu. Yds· S\one

Reinforcing Bars

G' ZO'}beams@ 81-4"' 34~:")-lq. .Structural Steel 2.· B"Channels@ \1·5# 20~6 .. lq-

9GO .Sq. rt. 2. .. Wire Mesh

TABLE OF BARS Mork No 5\oc\<-. Description

Longitudinal in Slab

t G I g"sr l< '2.1: o· Transver.se in 51ab

h \0 P' 1'- 3G·5' 1-lori:,onta\ in Parope\.

v 64 fli< x 4~G· Vertical in Parapet.

A

Proper!~ bond this construction joint w1th dowel stones or reinforcing bar.s .

RT.L ABUTMENT SECTION

ABUTMENTS & WINGS NOTE

Floor of bridqe sha,ll conf.<?.rm to grade o1 rood- On \eve\ qrode slope top of .slob ot \east~ per foot. Depth of foundation to be determined by loco\ condi\ions. Quonti\le.s given are based on dimensions shovvn. Winqs mo4 b<> chonqed to suit loco\ condi\-ions-lf bed of .s\re.<;>m requires paving u"'e c:;;· of concr<>te,or8'of stone masonry, construct a 1'2. curtain wall of 5UI\icient depth at each end.

I

zo"r beam @ 81-4 .. 34: 3" long

Jt

SECTION ON A-A

s-o· 6'-0'

i-o· 8-o·

9~o"

1o-o·

11'-6

ri-o

A

2-8' 3~3

.. 3'-g"

4'-3"

4-9 ..

5-2'' s'--F

6-r "

6-6'

Joint

w WI

4-:3' 2'-5

4'-9" z--;· 5:...2

.. 2:...16

5'-7 .

3'- r" 6~0· 3'-3

6.:.5 " 3'-6'

6-ro 3-9 i-3 3!..1()

i-8' 4:..·,·

APPROVED ....... ~?Y.~tJ.ct.~~-----····-···----···· ··-····£ . .6c~ ....... _BRIOGE ENGINEER

-~~:::::~~~;~·;--~~~;~~~~

L H w~ L• HI B Cu-Yds- b\s. Cu-Yds- Cu:'·/d 'e;'Con. Cemeni Sand 5\one

9·-o 3-9 2-0 i-o" 3-o· i-o· 50.2 65-i 24t 48i

ro-3' 4'-c)' 2-i' a:... a· 3'-3' 2-5 68.6 82f Jot 61;f

,,~6' 4-6 2'-5 9:...3' 3-9 2-9t 79.5 103f 38r 76t

12'-g" s'-o" i-7 ro'-3' 4:..o· ' ., 125-l 46f 3-2'[ 96.7 93

r4-o 5-3 i-10 11'-3' 4'-6 3'-7 1111.8 Jsof sst Ill t 15:...3" 5'-9' 3'-ci' Ji-3" 4-9 4-o 136.6 J77i ssf 131+

r6-6' 6'-3' 3-J " r3--3' s-o· 4-'5 159.3 206t 76! 153*

ri-9' 6-6' 3-4' 14-3' , "1

240t 178* 5-6 4-9'[ 185.2 89

r9-o' 7:...0 3'-6 Js-3 5-9 . "' 5-27: 212.7 276 102t 204t


STANDARD


SPAN 3 2 FT. ROADWAY 18 FT. SKEW 75oL.

:i' .. ' .. SCALE 8.1•1-0 6326~75

Revised 7·23·32. S+one Masonry w.c:r.

'lfl I

'(\]

+ L 0 ., u

r~ade bw J.t:.M. Checked by-IU.0.0 ?f/za

INI"UUIAL,TlL\CIJ\11:1 CLOTH ~aUaDI/1; OIKTZOJ:M o;o., IHC., No '1',

.....-4..x.4"Drain

Symmetr:Ca I about these !E;'s ,------;/ 66"

<t. of Bridge ------'-rcr-t-7 '-,fj- n-+----,--- rr,r;rzon:--

...1'

HALF PLAN

.36-6'

an

ELEVATION

STONE ABUTMENTS ,& WINGS CLEAR A w WI L H w., L I HI ~~~~' ~3JJ.~ 5'-o 4'-2' 4'-3' 3'-s 11'-o' 4'-3 3'-z" 6~9· 3'-o' o.97 74.0

6-0 4'-s 4'-s' 3'-7' 12'-s' 4'-9 3'-z" 1'-9" 3'-3' 1.13 9o.o

7-d 4'-8' 4'-9" 3'-8"14'-o" s'-i.' 3'-3" e'-9" 3'-6 1.30 101.0

a'-o" s-4" s'-7' 4'-2' 1s -s' s'-9" 3'-8" 9'-9 4'-o" 1. ss 135.o

gC.o s'-8" s'-Ki' 4~4"11co s'-3 3-9 1o'-9" 4'-3' 1. 78 158.o

10'-o' s'-1 t s'-2" 4-s" 18'-s" 6~9· 3'-1o 11'-9" 4'- 6 1. 98 182.0

11'-d' e'-1d' 1'-2" s'-1· 20'-o" 1-3" 41-4" 12'-9 s'-o" 2:31. 226.0

12'-o 1'-i 1'-s" s'-3" 21~s· 7~9· 4'-5' 13'-9" s'-3" 2.s3 258.o

13'-o 1'-6 1~10 5-s" 23-ci' 8'-3" 4'-s'14'-9" s'-s" 2.91 29z.o

MATERIAL REQUIRED 70~ Bbls. Cemerit

45~ Cu. Yds. A Concrete. 2. I Cu. Yds. Sand.

4\Z Cu. Yds. 5!-one.

2., 7 3 8 Lbs. Reinforcing Bars.

6-2a·r·Beam5@C\I.<f' 34~9 .. \onq. 17,459 Lbs. 5tructurol Steel 2_ a' channels@ \I.B'fzz:G· long.

9<00 Sq.f't i' Wir<: Mesh.

TABLE OF BARS Mark No. Stock Description

v

15 f'9< x.34-.9"

G4 f",.,4-<0"

Lonqitudinol in 5\ab.

Transverse in 5\ab.

Hori3onto\ in Parapet

Vertical in Parapet.

Droper\y bond this construction ~oint with dow"\ !>+ones or reinforcing bor.s.



NOTE Floor of Bridge ap.an conform to grade of road. On !eve I grade, a lope top of alab at least 1€. per foot. Depth of foundations to be determined by local conditions. Quanti ti-es given ore based on dimensions shown. 'Ningo may be changed to suit local conditiono-If bed of stream req.uirea paving use fO" of concrete or8"of stone masonry and a 112' curtamwall of sufficient depth at each end.

of .Span

ABUTMENTS & WINGS

s:...o'-2-a' 4-3 i-a· 1l-6' 4-3' a-6' s-9' 3-ff 2-6' 51.7 67 24i 4~t 6-o i-3' 4-9' i-ff 12-s 4-ff 2-r 7-9 3-K i-s 66.8 86* 32* s4l..

. I

i-f>' 3-9 s-2 3-3 14-o s-3 2-3 a-9 3-6 i-9~ 84.6109~ 40t 8~~-rs-o 4-3 s .Jf 3-6 1s-6 s-9 i.-7 9-9 4-o 3-2~ JQ4.7 136 5of 1·o 3

9-o 4-9 6-o 3-'9 d-o 6-3 2-a 16-s 4-3 3-7: 124.5 161* 60 11'9~ 16-0 5-2 6-S 4-0'ui-6 6-9 2-rO rl-9 4-6 ~-0,) 148.0192 )7l:i1~42f IJ-0 S-S S-(o 4-2 20-'0 f-3 3-r 12-'9 S-O 4-5 174. 2261 84 1674 12-o 6-'1 f-3 4-5 217'6 f-9 3-313-9 5-3 4-9-[2o3.J 263f 97~i95f. 13-o 6-6 i-'8 4-'8 23:0 8-3' 3-4 14-9 s-6 s-2.:!234.0303~ 112t225

ConsTruction Joint

8'channe~ 11-5"' 2.2.~G· Placed 10" jro ..

1

face of abut.

SECTION ON A-A

APPROVE0 __ ~3.!~\.~~~-----

__ _E._e,_~-----BR\DGE ENGINEER

APPR~D-~------------·-

--~------"''-~--CHIEF ENGINEER

()~'t-IE.~LTH OF PENNBYtv. ~'U~~ - ~N~

DEPARTMENT OF HIGHWAYS BRIDGE DIVISION. STANDARD


SPAN32 FT. ROADWAY 18FT. SKEW6QoL

SCALE ~· & 1':._(-o" 632B~eo·

(

~=-~d~~~==~=---------------~-------------------------------------------------------------------------------~--------------------~ J:?evLe.e 7·23·32 Stone Masonry W.C.T.

MATERIAL REQUIRED

---/

I ""'• b,.w.~ Checked b~. J.t.M.5·5·ZI).

IMP'ERIA.LTRACIIIG"'--Tll &UCDII: Dll:lZCI:H CO., IN~., N. T.

.. / --~

------~---, 7

'VL . ¢.of Bridse

///.·/ / L7- -------------

HALF' PLAN

ELEVATION

zo'-d' 3-51

3'-1{' IB~o' Roadway

g'-d 4~1 " IO~o' s'-11

11 e'-2' 4'-6 ,24-3' e'-9 4-2 11~0 e'-1d 7~2~ s'-1 " 26

1·3" 7~3 4'-8'

12~o'' 71-2 7

1·6" s'-l· za-3~ 7·9 4'-g"

13~0' 71-6 7,10 s'-5' 30.·3 e'-s"

Driving 5u'1hce

7'-gll 41

·3'! 1.30

81-6 4'-g~ 1.56 162.0

9~6 s'-3'' I. 78 190.0

101-.3 1 s~6 1.981219,0

2.37 i 272.0

73 flbl~. Cement.

2.1} Cu.Ydo. 6and.

43i Cu.Ydo. 5tone.

~105 Lb~. Reinforcing Bar".

I188Zlbo.5tructurnl 5iloel. e-~?-I-Eleams Q!BI·£· ~~~long. . 'C.-8Channel"@ll·5 ze-o long.

860 5q.Ft. -c" Wire Mesh ..

TABLE OF BARS Mark. No. 5tock. Deecription

Tran~veree in Slab.

Hori.3ontal in R:>rapet.

Vertical in Fbrapet:

r-~~--~------~~------~--~~--k_ ____ ~c:.~~~7_· ______ ~--~~--~--~~~~a~f~· ~~Jr ~~------------~a~~s~------------~~----------~5~~~8-· ____________ L-__ ~I'~Io~~~-----~~~

BEAMS & PARA PET DE TAl LS

NOTE Floor of Bridge ~hal( conform to grade of rood. On level grade, slope top of slab at (east $ per foot. Depth of jbundations to be determined b:J local conditions. (\)':'antities siven ore ba'!led on dtmeneions 5hown. Wtng:s ma~ be chon9ed to ~uit local conditione. If be_? of stream require~ poving,uoe. 6''of concrete or 8uof stone masonry and a I 'C. curtain wall Of euftkient depth at each end .

.. f bar

SECTION ON A-A

ABUTMENTS & WINGS A W W, L H W.._ L, H,


STANDARD


SPAN32 FT. ROADWAY 18FT; SKEW45oL.

63·

.~-----------------------------·-------------------------------------------------------------------4----------------------~--------------------~.-------~~------~--~------~,,\ Revi~ec:IS-?.5-"28.W·B·D· MA'ERIAL RE. QUIRED.

" 7·23·32 w.c.T. S-tone Ma,onry. STON'E ABUTMENTS & WINGS • I · •

CLEA A w WI L H p~~·~~ ruR~~T. I 72* Bbls. Cement

46.7 Cu.Yds.A"ConcYete 21i Cu.Yds.Sand.

43 Cu.Ydo.Stone.

5-6 4'-i 41-3 3-2 7

1-9 3-3 0.97 64

s:.o 4'-5 4'-6 31-4. 9'-d 3'-9 '· 13 78

7~6 4'-8 4-9 3-5· 10-0 4-ci

\

~---+-r---------------------------------------------s~7r6_· ____ _

1+-----------. -------T3FFFI~ I_L ________ _ . I 1.1 s:o" 4')( 4" Drain

HALF PLAN

~-+----------------------~~7~:o~-----------------~--~------------~'~o" ____ ~----~-34'-o"s an

... .. 0

6 ~

i3

L g u

~0 s~4 9~0 5-8

10~0 5'-ri

11~6 s'-ro

1io 7'-2 I a:.o .. RoCJdway

13~0 1c6

BEAMS & PARAPET DETAILS. ---- ·-

net. J+

ELEVATION SECTION ON~ OF BRIDGE 'o ·.;,

, __ ,/

11.:1ade by-RF.W Checked by-IU·-0',() 7fz~/Z7

NOTE Floor of bridge shall. conform to grade. of road. On le_vel grade .slope top of slab at least n:·· per foot. DepTh of foundations to be deTermined by local conditions. Glvantities given are based on dimensions shown. Wings may be changed to suit local condit.ions. If bed of stream reqvires pcving vse s''of-concrete or A• of ~tone masonry and a !!?.curtain woll


5'-1' 3'-9' ,,._c) 5-ro 3cri 12'-3

e'-2' 4'-ci 13'-3

7'-2 4'-6 r4-3

1c s' 4-i r5-6

7~10 4'-9 IS-S

4'-3 4'-9

s-o s'-6 5c9

s'-3

I '

J ~I ., g 0

0: .... 0

~

1.30

1.56

1-78

1.98

2·37

2-63

2.91

92

I I 5

1'36

156

192

218

249

2227 Lbs. Reinforcing Bars.

6-20"I-beamsti>B1.4 • 36:0-lg. 18031 Lbs. Structural Steel, - .,. . -

.2-8Channelsli>IL5·1S-61g.

1020 Sq.Ft. 2"Wire Mesh.

TABLE OF BARS. Mork No. Stock. DescriptiOn.

IS

t 68

h /0

v 64

rt36~o" LongituclinCJ/ in Slab.

i;' ' .. 8 X 20-0 Transverse in Slab.

l"rJ I"

0 X 38-3 Horizonta.l in ParQpet:J.

, .. ; ... -.x4-6 Vertical ;, Parapets.

ABUTMENTS & WINGS .

LEAF B 5-o· z.~o·

6-6 2'-s"

7'-6 z--<3!' 8-6 3~zf

9-o· 3-7' ro'-o* 4 0 11~o· 4-s· r2'-o' ~-9f p'-o s-zf

APPROVED --·~-1~ .. 1-~-~-1~_____ E;__~~--:..BRIDGE ENGINEER.

Canst Jt.

AP~VED __ j-e-_§::}..-:~.f.---··----·--------

~~~ . __ --------·-----·---·------------CHIEF ENG11ilt:.tfR.

~ol\~tALTH oFPENNsYL~~;. ~ • ~Ar-4


STANDARD


SPAN34FT. R0ADWAYi8FT.

SCALE fg_ l':.t-4 .6.348

(

Revised 7·23-325tone Mosonry W.C.T.

---~ /

'"ADE BY O.E.M. CHECKED BY l.t>;"0fD s-W-'Ze

IMPCI'IIAL"fli.\CaNGCl.OTH "1;~10011!; DIE'I"Z<<aH CO., INC., H. T.

HALF PLAN

NOTE

'o ·cl,

ELEVATION

STONE ABUTMENTS & WINGS CLEAR A w w. L H w. L. H. :;WR:lt ~i~ s'-o" 4

1

-211 4'-3 3

1

-411

91-0

1 3'-9 3'-2 l-0 3'-o" 0.97 66

6'-o" 4'-0: 4'-5" 3'-5" •o'-3 4'-o' 3',2 8'-d' 3'-3 1. 13 79 i-o' 4'-8 4'-9 3'-6' 11'-6' 4'-5' 3'-4' 9'-3' 3-9 1.3o 95

8'-d' 5'-4" 5'-l 4'-o" 12'-i 5'-o 3'-81o'-3" 4'-o 1-56 118

9-o' 5'-8" 5-lci 4'-1" 14'-o" s'-3 3'-1011'-3' 4'-5' 1.18 140

10'-d' s'-1i' 6'-2' 4'-2' 15'-3" 5~9" 3'-11'12~3' 4~9· 1.98 162

11'-o" 6'-ld' 7~2· 4'-9' 16'-6 6'-3" 4°-400 13'-3· s'-o 2.3; -12'-o" 1'-i 1'-6 4~1d' 11~9" 6~6· 4'-6' 14~3' s'-6' 2.63 224

13'-o" 1'-5' 1~1o" s'-o" 19~o· 1:o 4~7"1s'-3' s'-g" 2.91 258

MATERIAL REQUIRED

4 7 Cu.Yds.Ciass A·cancrete Bbls. Cement Cu.Yds Sand

4:'1 Cu-Yd~S1one

Lb&. Reinforcing Stee \

15.17G G-zo··r·beams@ 51.4# .3G'S" long.

Lbs 5\-ruc+ural St<>ol. z- e·· Channels@ 11.5 # zo·-e;·lan

1020 5q. Ft. a·· Wire Mesh.

TABLE OF BARS Mark. No Stock De&cription.

F·'lJ;J.:;I.IH--v·· bar& 15 f> X .?JG:·:;i" longitudinal in 5lab ~-4---+------4---------------------4

t !;G f" .X 2.1"-o'

'o . ..,

A

Tran&verse in 5\ab.

Hari:,ontal in Porop<!t.

Ver\ical in Parop<!t

Properl\1 bond this conatrucho< joint with dowel stones or reinforcing bars.


Floor of bridg" &hall c'?.nform h>. grade of rood. 9n level qrade &lope top of slab at least ik per foo\. · Depth oj foundaiions to be delern:'ined by local conditions. Ouont\ttes gtven ore based on d\mens10ns shown

ABUTMENTS & WINGS "A w w.

Wings maLJ be chan"led to suit local conditions. lf ~ed of stream requires paving U5e G of concrete. or 8" of stone masonry and a 12 curtain wall of sufiicienl depth at each end.

2-8' 4-3' 2-5' 2'-i'

i-K)'

3'-1 "

3-3' 3'-6'

3-9"

3:...10

4-1 ..

tion Joint

SECTION ON A-A

APPROVEQ ......... ~.~-3.1.J..S .. ~i-....... -........ . .. _ .. £ .. (;.~----.. -~BRIDGE ENGINEER

.. :~·.-.::.-.:::::~~;~; .. ~~~;~~-~-~-

L H Wz. Lt Ht B Cu~d •. Bbls. Cu-Yds Cu.Yds ·e·con. Cement Sand. 51 one

9-d' 3-9' i-d' i-o" 3-d' i~o·· 50.2 65t 24t 4Bi ro'-3'' 4'-d' 2:...t" 8:...o" 3'- 3" 2-~ 68.6 82± 3of 61-:f

It'-s' 4-6 2'-5" 9'-3 3'-9' • "t 2-9z: 79.5 103* 38* 76f

12'-9' s:...o i-i' 10-3 ..

4'-o· ' .,

125f 46~ 3-2"[ 96.7 93

14'-6' s'-3' 2:...10. 11:..3' 4:...6' 3-7 115.8 150;1: 55t 11!!

15-3'' 5'-9' 3'-d' 12:...3" 4'-9' :4-:Q;· 136.6 177f 65t 13"1t'

IS-6" 6-3" 3-t" 13-:f 5-d' 4-5' 159.3 2p6t 76i 153t

d-9' 6-6 3:...4' 14-3 s:...s· I "t 240.Z. 178-1 4-9-[ 185-2 89

19:...o" 7!_d' 3:..6 IS-3 5-9' ' ., 5-2z 212.7 276 I02i 20~t

DEPARTMENT OF HIGJ,fWAYS BRIDGE DIVISION.

STANDARD


SPAN34 FT. ROADWAYI8 FT. SKEW75oL.

SCALE & 1"- f -ci 6348-?5

Revised 7·23·32. 5+one Ma.sorory WC.T

+ L

3 G

Made b_y. W•B·D· Checked b~. -&J./.1.11. '1-!6·-1!: .. , ............ _~~1.0 ....

~A ICO.,M.y,

HALF PLAN

¥ ... Mv·· bar.O about 1-6 c;-oc ...

L 0 Ill G

ELEVATION Batter 1rin 112" up to B'-o" Clear. Batter '2~jf11'2: -a:o:+o 1o;o: Clear. Bat+er tz21n ]Q' -11-0 to 13·0 Cleor.

i' e:· il . '-Jtl_ i I 'II? ._,.,f-..---r-=t---~

(chamfer

'"' ·.!.. ,_ L_:- )f r~.

--=t---- •:·i·· .• .;.

'-tJ ·.::1:--_ ·.··_--~-::~,.:·. __ ~_:_:_•, ,.p; .. ~bare · ·~~;:; v/ 1

'1 --.OJl---t;.Ji~-. Bft--~g9_~tcuction~_io.L

t------1- ~q- ·: }xLL ·1 · ba - :(J) • • (f.. ~~r--:-" re

...

NOTE Floor of Brid9e ,hall conform to srade of road. On level grade, slope top cf 5lab at leaet fo;" pe.r foot, Depth_ cf four;datione to be detern;>ined. b:J local conditions. Q~anttties 91ven ar'e based ~n dune.n51on,s, shown.

'Ol I ·-

Wongs may be. changed to e>uot local condotoons. If ~d of 6fr'eam re.qu1res paving,u5e 6''ofconcr"ete o.r8"of stone masonry and a 112"curtain wall <f surficoe.nt depth af each e.nd.

::;e'-6

Join-\-

SECTION ON A-A

·-

MATERIAL REQUIRED

41-75 Cu.Yd.s.'A" Gancrete. 14 5ble. Cement. 'Z._'~ Cu.Yde. 5and. 41l;i Cu.Yds. ::ltone.

Z.Z:IS Lb5.Reinforcing Bar.;.

6-'Z.O~!-&ams @BI·4 36~1'flong. 15356 Lbe. 5tructurnl 5tee\.z.-B'channels @ll· 5"' z.::~'-o"lon .

IOZ:O 5q.Ft 'c'_'Wire Mesh .

TABLE OF BARS Mark No. .Stock Deecri ption

15 -f~x36:..6· ·- Longitudinal in 51ab.

t. 55 t¢xz.a-3' Tran5verae in 5I a b.

h 10 f"x'ile-::r Hori3ontal in R::tra et'.

v 64 {¢x4:..e· Vertical in Fbrapet-

[ ----

" . . . ..: ·,.··.,. :If' ••. •-:_•:\• tf) ~ .. .,: ......

,; ~ v · .• ·.:-~.= .. ::.

A


ABUTMENTS & WINGS Cu.Yds. E>bi"O. Cu:Yd5. Cu.'l'd

A W W1 L H Wz L, - H, B e;·con. men :Jond. 5tor.i.

5-o 2.'-a" 4'-3" 2.'-a" 11-'-o" 4'-3" 2'-o" s'-g" 3~o· 2.'-o' ~H 7 67 24-i 491

6-o 3'-3" 4'-9" 3:...o" 12-6' 4'-9" 2.'- !" 1'-g 3:...3· 2'-1(< 66.s a6~ 32f s4f' 7'-o 3'-9" 5'-2" 3:...3" 14'-o" 5:...3· 2.'-3" a'-g' 3'-5 2~ 84.& rosf 40~ _ali·

8-o 4'-3" 5'-7' 3:...s" 1sC.6" s:..g· 2'-i 9'-9 4c..o· 3'-~ 104.7 136 ·so{- 100~

9-o 4:...9" 6'-o" 3:...9· d-o" 6:...3· 2.:..a" lo-g" 4'-3 3:..'1'~ 1.24.5 161 t 60 - lr.sj

10'-o' s:...2.· s'-s" 4C..o" 18~6· 6'-9 2:..10 11:..9· 4'-5' 4'--o:~i 14B.o 192 11 t ~~-

rl:...o 5:..a" 84 · 1 67-i

12-o' 5'-1" 7'-3' 4'-5" 21C.s" 7'-9' 3'-3" 1i-g" s:...3' 4:...9~2o3.1263t 97{ 19s·t

13-o s'-6" 7-'-a' 4-a' 23-o" a'-3" 3'-4" 14'-9" 5:...s' s:..~ 234.0 3o3{ 1 12t 22i:. ~

~o~'i4£AlTH o• PENNsyL~ ~ • "~1\r-4


STANDARD


APPROVED __ ~ kl-1) !f_-a. ~-__ -~g~_BRIDGE ENGINEER

APPR~D-~~+ /_f,;z._e_ __

-~~-CHIEF tNGINEER

SPAN 34FT. ROADWAY IS Fl. SKEW6{)L.

6348-6()

Qevised 7·23·32 Stone Masonry W.C.T

Made by J.E..M-Checked by. ~ ~-'28-'28.

IMI'DliiU.TilACING CLOTH U4KN&DI~P4.,C0. 0 1NC.,H.T·

Symmetrical about these

HALF PLAN

ELEVATION

"r,"

~roper\y bond th10 1 "~-c·.-.-·•·.""'-con.struct\onjoint with

dowel otones or reinforcing bars.


NOTE

zo'-o'

STONE ABUTMENTS & WINGS CLEAR A ' W W1 L H Wz L1 Hi g1~f~~~~~tu't

MATERIAL REQUIRED , ....

49~ Cu.Yds. Class A Concre-te

2.2.2.6 Lbe. Reinforcing Bars

15,959

10?.0 Sq.ft. of <."Wire Mesh.

.Bble. Cement Cu.Yds . .Sand. C.u. Vds . .S'tone.

TABLE OF BARS

5-d' 4'-2" 4!.3" 3'-s" 14'- 6 4-3' 3'-3" 6._o'' 3'-e· o s 1 9o.o s'-o 4'-sn 4~6

11

3'-8' 16'-6' s'-.0 3'-4 6'-g~ 3'-g" 1.1 3 109.0

7'-o' 4~a" 4~9" 3:9 18-6 s'-6" 3-5' 7:9·. 4'-l 1.30 131.0

8'-d' s-4" 5'-1" 4-2" 2o-3' s-g' 3:1 !' a'-.6· 4~9 1.56 162.o

g'-o' s'-8' s'-10' 4'-4' 22'-3' s'-3 4'-1" g'~e" s·-3· 1.1a 19o.o

10~0 s'-11" s'-2· 4-6 z4-3 s'-9 4~2' 1o'-l s'-s• 1.98 219.0

11!..o'' 6-10 7~2. s'-1" 26~3 7~3' 4~8" 11~3, e!O 2.37 212.0

1~0" 1'-l 1'-6 s'-l 28-3· 1'-g~ 4'-9' 12-d' s~3 2.63 31 o.o 13-o'' 1'-5" 1:1o' 5'-6 36-3 a'-6" 4'-11" 13~ 6'-g" 2.91 354.0

Mark. No. Stock. Description.

15 f? l'. J7~G" Longi+udinal in Slab.

Tconsverse in Slab.

Join\-h \0 Hori3ontal in Parapet.

C£. of

. , .. 1-.:.z. . , ..

1-IOz.

BEAMS & PARAPET DETAILS ABUTMENTS & WINGS A w w. L H B

i-8· 4'-3" 2'-8' r4-6 4-3· 2·-3· s-o· 3·-s· 2'- o

floor o] bridge .e>holl 1c.sm1orm to qrade o) road. On \eve\ grade, slope

top of slob at least IE, per loot. Depth ~ joundation5 to be de\BrminC?.d b4 local conditions. Quantities qiven ore based ·on dimenaions shown-

6-o 3:...3· 4'-9' 3'-i' 16-6 s·-o· 2-5' s'-9' 3'-9' 2-'5 81 ros~ 39 79

1:..0 3-9 s'-2' 3:...4· 18-6' 5-6 2'-8' i-9 4:...3' 2:..9t 102.9 133! 49-! 99

a-6 4'-3 s'-7' 3:..6 2.o-3 s'-9 3'-o 8-6 4-9' 3-'~ ~~5 rG2i Go-!- 12.o;{

9-o' 4'-9 6-o 3!...9' 22"-3 s'-3' 3-3 9-6' 5-3 3-7 15i.2 196! 72-i 145-l rci-o s·- 2 s·-s· 4:...6 24-3 6'-s" 3'-4 ro'-3' s'-6 4:...0, 179 . 232.4 BG T72..;!' n:...o· s:... 8' 6:...16' 4'-2' 26'-3' 7!...3" 3"-i' 11'-3 6:._0 4:...5 211.1 274 1011 20~ ' r2-ci' s!...r" 1'-i' 4:..s" 28:...3· i-9- 3-9 ri-o 6-3 4...:9t 24~ 31~ 111i 235,! 13'-6 6-6· 1:..a· 4:...9· 3o-3' a-6 4-6 r3-6 6-9 s'-2t 285, 37o~ r37-! 2.~4i

Wings ma4 be changed to suit local conditions. , If bed of stre.qrn requires paving use ro" of c..oncrete. or 5 of stone mo5onry or>d con5lruct a 12. curtain wall C:f sulfic•e.nt dep'th at each end.

SECTION ON A-A APPROVED .. ~-21'\,.l.~L.¥'.

... ~.€,-~ ............ BRIDGE ENGINEER



BRIDGE SPAN34 FT. ROADWAYI8 FT.

SKEW45L. .

SCALE 3 •• · .. t "

&1•1-0 634B-45

Revi:>e.d 5-l.S-'28. W·B·D· " 7-23-32 W.C.T S+one Ma5onry.

c! a:.

If)•

A , : so· 1

Lr------------------------------- -------

r -,-----------. -__ <t._of__12r:L~~<L4~ -. ._-+--+--r=-~-- -----------------------------.------

1 I

HALF PLAN

r-----------------------------4-o'-e'--"----------------

A

Made b~. W·8·D· Checked b;J· (P.iJI.W:Sj2.4j27 "I•NIIW.".........,.Cli.OTH

"t•co., ... .,.,

~v" baf""a about l'-6' c:-e.

.I ELEVATION

.0)

"' + ~ 0

" Wr"'r~'i""+-. u

.... 'o 'o -~-ttJ

'-t'!l

STONE ABUTMENTS & WINGS LEAR A w w, L H Pirz·ro~t ta%~.

ONE ABUT. TWO ABut

s:.o 4'1511 4'-7' 3~4 9'-3 3'-9' 1.13 80

2 o'- o" 7~d' 4-8· 4:.10 3'-s 10°-3. 4'-o 1.30 94

a'-d' 5'-4' 5'-8 3~10 11'-6' 4'-6 1.56 120 IB'-o" Aoaciwt:'!U 'i-cS 5'-8' 5'-11' 3~11. 12'-6 4'-9 I. 78 139

1o'-o 5:.1 r 6'-3 4°-l 13'-6 5'-3' 1. 98 160

11~0 6-10 7~3 4°-6 141-9 5·-6· 2.37 198

12'-o 7'-2. •7'-7' 4·-8· 15:.9 6'-ci 2.63 225

13:.0 7'-6 7~11 4°-9. 17~0· 6:.3· 2.91 255

14'-6 1'-1o 8'-3 4'-1 r 18-o' 6'-9 3.19 288


NOTE Floor of Bridge shall conform to grade of rood. On level 9rade, slope top of e\ab at least -h: per foot. Depth o( foundations to be determined b~ local condition5, Quantities given ore based on d•me.nsiona shown. Wings ma!:l be changed to euit local co.~dit1one. . If bed of stream requires fXlV•ng 1use6 cfconcrete or 8 of' stone masonry and a 112'curta1n wall or 5ulficient depth· at each end.

.:::..\~ ~: ·:~.·:· .:X:\-{f- -

.. .. j # 1 bar.s

'2.4" 1-Eoeorn @7S.S ae'-::i' \g.

. . ~ .. ..

e Ghanr;>e).@ 11.'5 19-6 ''3·

________________ --------~-:=9 5pan ________________________ _

SECTION ON A-A

MATERIAL REQUIRED

5 2.6 Cu. Yd5. ''A' Concrete.

235S Lba Re_inforci ng 5ar5.

81 k 5ble. Cement.

.24:!;:Gu.Yde. :Sand. 48:;\:Gu. Yde. 6tone

6-'C.4·1-E\[email protected]·38'-5'1g-18786Lbe.6tructurnl :Steel. "c ~ ...

C.-5 honnel5 @\\.5 19-6 lg.

1200 eq.Ft i'Wire Meeh.

TABLE OF BARS Mark No. 5tock. De<:~cri tion.

15 f~x38-B' Lnn9itudinal •n 5\ab,

t 1Z. ~-~X 'Co'- Q Tran5ver".e 1n 51ab.

h 10 f"x4o'-a Hori3ontal In A::irapet.

v 68 f"x4'-~f Vertical in Fbrare-t.

ABUTMENTS & WINGS A W w' L H

Proper!\:! bond thi5

~~td~~~~~~~

LEAF ··s · . . &>§ 2'-5' i~rfi --2~~

&--:p' -~~?~ I ~-o' . .-1.\3'..:]•; io'-p'' 1.(:,-0~-1(-o";< 4 s~

~~~ '4'~9~. 1s-o· · s~z.,!

1~o· ,fi-7'

or re.inforci ng bara.

ENG!NE.E~

AP~VEO ___ -----------

~-- - - -- - - - _________ - -CHIEF 'E!NGIN~ .

DEPARTMENT QF: HIGHWAYS BRID.GE DIVISION

STANDARD

REINFORCED CONCRETE :BRIDGE.

SPAN36 FT. ROADWAYI8FT.

6366

Masonry WC.T.

(

J:

'~,. ~ _./

I~· '>J.WOD ~heckad b!:J. J.[.M.5·B·za.

IMPERI.O.LTAAC:INQCLont I:UGOIK DIET!f,.Qut cq., ~f!C., po, Y,

'<D ·cL + L g G

' " ,I

"'

HALF PLAN

L

j u

ELEVATION

L Iii G

'"i' 'N

"(\J ·!.

'-1 0>

=

STONE ABUTMENTS & WINGS CLEAR A W W1 L H Wz L1 H1 ~H~~,i§'~~. 6-0 4'-s" 4'-7' 3'-s10'-g' 4'-3' 3'-3 8'-6 3'-6 1.13 83 7'-d' 4-a" 4'-1<i 3'-e' 11'-9 4'-e' 3'-4" g'-e" 3'-g" 1.3o 98 8'-d' s'-4' s'-a' 4'-o 13'-o" 5-o' 3'-g" 10'-e 4'-3' 1.se 1 31

9'-d' s'-8" s'-1i 4'-214'-i s'-6 3'-u)ll'-6 4'-e" 1.78 144

10'-o" s'-1i e'-3' 4'-i15'-e; 5'-g" 3'-1i1i.-6 4'-g" 1.98 167

11~0" 5'-10' 1'-3" 4'-g'" 16'-g" 5'-3" 4'-s" 13'-5" 5'-3' 2.37 205

12'-d' 1'-i 1'-i' 4'-li" 18'-d' 6'-9" 4'-6" 14'-6" 5'-6' 2.63 237

13'-d' 7'-6 7'-lf 5'-o 19'-3" 7'-o' 4'-7"15'-6" s'-g" 2.91 263 14~0" 71-10 8'-3 'f>'-2" 20-6 7'-6" 4'-g" 16'-6 6:3·· 3.19 297

!""

:n

~

~

. MATERIAL REQUIRED

53 Cu.Yds.";(Concrete.

82. Bbls.Cement

2.4;1: Gu.Y(:ls.5and.

~ Cu. Yds.5tone.

2.310 Lbs.Reinforcing Bars.

6-2.4--J-Beams@19-9~ 3Bc6""1ong. 152.95 Lbs.Structural Steel. ?.-B"Channels@ll·5~ c.o""15"1on

12.00 aq.Ft. 'C:."Wire Mesh.

TABLE OF BARS Mark No. .Stock Description .

15 {~x35c6 Longitudinal in 51ab.

t. 00 !"' x2.1~ci" Transverse in Slab.

h \0 .£~ x40\'i Hari3ontal in A::lrapet.

y 65 f"x4C~f Vertical in Fbrapet.

'a>

'o

-~ -~

[~;~~~. I A I

RT. L.ABUTME:NT SE:CTION.

BEAMS & PARAPET DETAILS ABUTMENTS & WINGS NOTE

Floor of Bridge _shall corform to srade cf road. On level grade, slope top c( slab at lea~f f.) per·foot. Oepth cf found~ttons fu be determined b~ local conditions. Quantities ~ivenore OOse.d on dimension-s shoWn. Wings ma~ 0e changed to suit .local con?itions. • If beO.of stream f""eejuires ~vtng 1use6 cf concrete or 8 of s-fone masonry and a t~:curtain wall cf eufflcient depth at each end.

1o-o· 5-i' 6'-7' 3'-6· 15'-5' 5~9' 3~o· 1i.-6· 4'-s" 4'-o' 64 128

SECT I ON ON A-A

11'-o' 5'-7' 7'-o' 3'-9' 16'-g' 6~3 3'-3" J:i-6' s'-3' 4~5· 74t 149f

1i.-o' 6- ( 7'-5" 3'-li 13-d' 6-6· 7'-10 4'-1

14-o" 6-u· 8-3· 4'-4

APPROVE:D_ ~~-l-1! ~ ;_i __ $£~-BRIDGE: E:NGINE:E:R

APP8QVE:D_ -~--24Jfi'2.£._ ~- _CHIE:F E:NGINE:E:R

H

. 18~0·

19'-3 .

20-s"

6~9 3'-4" 14~6· s'-6" 4'-~ 182.1 236f 87f ~7fft

7'-0' 3'-5' 15.-6. 5-9' s~ 209.8 272L 101 2oi t 7'-6

~~\\~t~L 1H QF PENNSY£ V,

~()~ - ~.1'1.{


STANDARD


SPAN 36FT. ROADWAYI8FT. SKEW75"L.

SCALE:i,l;, 1:.0 636 Bc---75

(

L

2 0

¥ ... "v bars about \-6c..c..

~L-~~----~----------~

L 0

j

A

HALF PLAN

ELEVATION

'CI) I

'(\)

r--------------

1' o"

2 e i

____ '20~0"-

18~0" Roadwoy

STONE ABUTMENTS & WINGS CU.Y55: TOTAL

L H W2 L 1 H 11g~~~oor ,Wii"s l-6,_--..,l--4,,_-,s'"+-4,,_,i't-3,,--e'' f--,3''--=o.-t. -='s''.-:>ot3=•·_-:2J>i, 7-o 3'-3 1.13 93.o

7'-d 4'-8 4'·10 3'-9' 14'-6' s'-6 3'-4' g'-o 3'-g' 1.30

a'-o :l-4' s'-8 4'-3' 16°-0 6'-0' 3'-8' 10-0 4'-o' (.56 139.0

9'-o s'"a s':d 4'-s'17'-5" 5'-6' 3'-g'1·1'-o' 4-3 1. 1e l63.o ·

10'-6 ,;.,,· 6'-3' 4-7' 19-o' 1'-o 3'-11"12'-o" 4'-9" 1.9s 1ee.o

11'-0 6-ICi 7'-3" s'-2 20-s' 1'-6' 4'-4"13~0· s'-0'12.37 232,0

12'-o 1'-i. 1'-1' s'-4' 22'o' e'-d' 4'-s'14'-o" s'-3' 2.53 265.0

li3':0'7'=7r:?.,i" s'-6'23-6' 8-6 4'-1"1s'-o" s'-9' 2.91 S02.o f f L • 1 11 I II~ 1-,; ··,...---;;h- II I 1 14-d' 7-10 8-3 5-8 25-0 9-0 4-816-0 6-0 3-19 338.0

MATERIAL REQUIRED

53.55 Cu. '<de. 'A:' Concrete Bb\e. Cement.

Cu. '(de. 5and.

Gu.'i'ds. 5-tone..

l':.'36il Lb5. Rein arcing Bars. 1----

6--c4'1-Beams @7S.S 35-6'1ong. \BS56Lbs.5tructura\ 5teeLz.-ei'Channe\s @\ 1.5"' z.3-6'1on ,

1 tee 5q.F-t. i.'wire Me,h. f---

TABLE OF BARS ~~o- 5tock Description.

t I 15 f¢x38~6· Longitudinal in 5lab~ :-----'. --- --1-------=--------~---i

t. 6't ~"¢x'C.<i-:i' Transver"e in 51ab. ~~---t~ --~-----------~

10 f~x 4d-3' Hori..3ontal in Parapet. 68~-~~~~-x-4--6-.. -r--V-e_r_t=i-c_a_l -i-n-Pa_r_a_p __ e_t~.---i -L~--~----------~------1

h

v

'o -~

Pru~r\y bond this

~itttd~~~~~~~ or reinforcing bare.

~ .. I /(·I !'-o" t" ( i' ci' ,1"_ f - it--__ui_---~ !"Chamfer .q ___ ____-_ !-'-- -'- ~--- r '-

1.¥-(_j__ z_C·( -L--~~i_'___L___ 't'--7" I '[i' . IC~f ~ ~ A

Q[j_ ;:i-8' _L _____ ------"'3

c::.'-"'-s·_· ----~~~~~ ~~~~~-!,_-~IO:?.~~~~_.j------_.!R~T.:;·:::L~.§A~B:::U::T::M~E~N~T~S~E§C~T=I=O==N:...._ ____ -1 BEAMS & PARAPET DETAILS ABUTMENTS & WINGS

NOTE Floor of Brid>Je :?hail conform to grade of road.On level grode,slope top of slab at lea5t Us per foot. , .. Depth of foundations io be determmed t>:J local cand1hons. Quantitie5 given are ba5ed o~ dimension;s shown. Wings may be. changed 1o .sutt local cond1t1on5. • f . . If bed of atre.am rnqulres paving,uee. 6"of ccnc.re.te. orB o stone masonry ond a 12curtmn wall of sufficient depth at each end.

't bar"

't4"l-Beam

J+.

SECTION ON A-A I

APPROVED_~ _:v_ 11_15£-a.. 'i-___ S $_~ • ~~.f_ _BRIDG'E ENGINEER

APPRBYED_ -;___r----- -- ----~~~--CHIEF ENGINEER

~o~~tALTH o• PENNsYLI(q t~ • 4?4


STANDARD

147~ l74t

202


SPAN 36FT. ROADWAYI8FT. SKEW60oL.

636 B-60,.

(

Re .... ie.ed S·'Z.6.:.z<a Reinforc:in'J Bo.rs, Rcv'1scd 7~23-32 S+one M:J~onry \.\.~C.T.

Made b!,J· W8·0·

'en

-~ L 0

" i3

Checked b!j. 'J.[.M. 5-5-'2.1\.

IMP.Ii:RIALTRACINC CLOTll ltUCE.NEDIEI"::GEHCO.,IHC.,N.Y.

.J

HALF PLAN

'Ol 36~o·s n _,_,

f---------"'""'-""--'¥"'---+-.-LI -------- + L- -0 L 0 " j ~ v <.) u :t:

ELEVATION

i

i

NOTE

1'-o"

I

(Chamfer

STONE ABUTMENTS & WINGS CLEAR A w w. L H Wt Ll Hi p1F'~~ Elf.\-ih e'-0 4-5' 4-l 3'-8 11~0 s'-0' 3'-51 7~0' 4'-d' 1. 13 111 o 7-0

11 4-8 4'-10 3'-g• 19'-0 s'-6 31·6' s'-0 4-6 1.30 133.0

a-o" s'-4n s'-8' 4'-3 21'-d' e'-0 3'-11" a,-9 4-9' t.se t67.o

9'-d s'-3 1.78 196.0

10'-o' S-11" s'-3" 1.98 226.0

11-0" s'-td' 7'-3p 5~211 z6-9 7~6· 4'-a~~ lt'-sp e'-o" 2.37 279.0

12'-o' 7'-2' 7'-7" s'-4" 28-9' 8'-o' 4~10° 12~6" 6°·6" 2.63 319.0

13'-o' 7'-e'' 71-d s'-s'' 30-9' a'-s" s'-0 d-.3' 1'-o" 2.91 361.0

14-o" 1'-10' s'-3'' s'-s'' 3{9 g~Q s'_, .. 141

-311

7~3 11

3.19 407.0

( (Chamfer ~- 140' 1" '+'--'-+''--...Lf'-

i-1"

i


Floor of Brid9e e!;tall conform ib grade of road. On level grade, slope top of slab at least (!; per foot. Depth of foundation::s to be. determined b8 local condition~. Quontittes given ore bo5ed on dimin~ion5 shown. Wings mo.~ be chansed to 5uit local conditions. If bed of .sfream rec:tuire~ pavin91 u~e 6 .. of concrete. or s•of .stone masonry.&.a 12p wall of suft'icient depth at each end.

SECTION ON A-A

APPROVED_~~~ L ct~~-~-BRIDGE ENGINEER

APPMVED _ _h_.,_.tf )--/~ _ -~..C.HIEF ENGINEER

MATERIAL REQUIRED

55·1 Gu.Yd5.'A ConcreTe..

1200 B<f·Ft. '1!' Wire Mesh.

6bls. Cement.

Cu.Yd,., fund.

Cu.'<ds. 5ibne.

1---,---.,--T..:....:..A....:..c:BLE OF BARS Mark No. .5tock. De5Cription .

15 f''xoe'-6 Longitudinal in 51ab. --+-----~------------------~

51 ~-~.26'-<J" Tran5ver5e in 5tob.

h 10 --+-------------------------~

f-x4o-3' Hori.3ontal ·in Fbrapet. --+-----~--------~--------~

v {¢x.4.'-6' Vertical in Fbrapet --~----------~-------;

68

... !__ t. bars .

'o

·~

:~Roadwa!:J

-~

{ii1~~r~f I A I


ABUTMENTS & WINGS


STANDARD

. REINFORCED CONCRETE BRIDGE

SPAN 3 6 FT. ROADWAY 18FT. SKEW45oL.

(

Revised 5-25-'28 W·B-0. 7-2.3-32 W. C. T. 5tone Ma.~onry.

Symmetrical about these ~s. ~ ____________ l__~i~~-TT----r--r

I

2o:o" 18-0 .. Road INa

STONE ABUTMENTS & WINGS CLEAR A w w, L H ~~f=~~~ 6~0 4'-8 4'-1 3'-4 9'-3 '3~9 1.22 83

7!Q 4'-11 4 1- K) 3~5• 10

1-3M 4~0u 1.40 9 9

s~6 s~ 1 s'-8 3~1ci 11'-6 4'-6' 1. 67 124

9'--o 5~11 5-11 3'-u 12-5' 4~9 1. 89 143

1cHi s~2 6'-3' 4-1 13~6" 5~3· 2.11 165

11~0 1'-1 1'-3' 4'-5" 14'-9' 5'-6 2.50 203

12~6 7~5· 7'-i' 4'-8 15~9 6~0 2.77 231

1.3'-o 7~9 1'-11 4'-9· d-o· 6~3 3·06 262

14!..0 s'-1 8~3· 4~d 1s~o" 6~9 3.35 294

~=~======~~~~==~~~==-

., ·.;. + .. a

" li

··1~ade by-P.F.W

Checkeci by-

I I I I

10" <!'.&"

HALF PLAN

ELEVATION

-.;,

24"I·beam 105.9# .

i BEAMS & PARAPET DETAILS

~---------------

I 24"I·beamG;>I05.9".4o:o"lon9

an


NOTE Floor of bridge shall conform to qrade of road. On level grade slope top of slob at least t;;" per foot Depth of foundations to be determined by local conditions. QuanTities 9iven are based on dimensions shown. Wings may be chansed to suit local conditions. If bed of st..-eom rc.-quirel!l pcwing use s·'of concrete or8"ofs+one moeonry and a Jllcurtain wall


MATERIAL REQUIRED.

58.9 Cu. Y.ds. A' Concrete.

2455 Lbs. R"in'l'orcing Bars.

Sf~ Bbls.Cement.

2.1 Cu. Yds. Sand.

54 Cu. Yds. Stone.

25135 3 Lbs. Structural Steel.

1370 Sq.Ft. z"Wire Mesh.

TABLE OF BARS. Mcrrk. No. Stock. Description.

15 f;4o:o" Lonqifudinal in Slob.

t 76 5"" ... a X 19·6 Trc:~n sve-rse in Sl.,b.

h JO f\42-9" Horizontal in ParapQts.

v 74 f~4:6" Vertical in Pt:u•apets.

ABUTMENTS & WINGS. cu.Yd.s. Bbls. Cu.Yds. Cu.Yds.

A W Wa L H ··~~G~r's ement Sand. Stone.

6-o 3'- ( 4~1o' 2'- s' 9'-3' 3 '- 9' 59.0 76! 28! ss! 7:.o" 3'-a' s'-4" 2'-i ,o·-3' 4·-a· 73.o 94! 35* 7o4

a'-o" 4'-i s'-9' 2~10 11'- 6' 4'-6' 9o.o 117 43;f sst·

LEAR B 6-o· 2'-5"

T-d' 2-!lf. e-o· 3'-zf 9'~o· :f-7"

id-e" 4'-0'

11'-0" 4 s" lif-O" 4-9~ 13-o" s'-2~

140" s'-7"

APPROVEO __ ~_),J_i~J ___ _

___ _E..~~ ___ BRIDGE ENGINEER.

Const:J¢.PP"ED.~r- -------- .... -------·-·-·

--~~-CHIEF ENGINEER •

~ ~EAl-PfNNS)t~ ,"DEPARTMENT OF HIGHWAYS

~ !,.\'. BRIDGE DIVISION 1\-"b"'& Ill"'"' STANDARD

I04f

123f 145


SPAN 3 8 FT. ROADWAY 18FT.

6388

Rev"tsed 7·23·32 54-one Moeonry W. C.T.

Mode b~.W·B-0 .. Checked b!:J· J.E..M.5·&·2a.

IWPERI ... ._TJr-'CINCCI.OTN ltUCilNI:DICT:I:OilNCO., INC., N.Y.

' ()

' "'

¢Q[ Bri9g..,_e ____ _

ro'-8

4x4'orain

• v'" bar5 about 1~6 c.-c.

L

3 iJ

HALF PLAN

ELEVATION

L 0 Q)

G

'<0 ·i.J

eo'-o"

!8'-ou Roodwoy

'<0

'1!

'N ·.!..

(J)

=

STONE ABUTMENTS & WINGS CLEAR A W W1 L H We L1 Ht ~~~-1~~~:-Jf~T. s'-o" 4•-s 4'-i 3'-s" 1d-g" 41-3. 3'-J' a·-6·· 3'-6 1.22 a1 1-o"- 4'-1 ( 4'-10' 3'-5 1 1'-9' 4'-6 3'-4" 9'-5" 3'-9' 1.40 103

s-o" 5'-i 5'-8 4°-0 d-o" s'-o' 3'-g"lo'-6' 4'-3 1.67 1.28

9'-o" 5-d s'-li 4-2 14'-3 5'-5' 3~10 11'-e' 4'-5' 1-89 148

1 o'-o" 6-2 e'-3 4'-2.' 15-6" 5'-9 3'-1 i' 1i-6" 4'-g' 2.1 1 168

11'-0" 7'- I 7'-3 4'-g' 16'-9 6'-3 4'-s 13'-6 5'-3" 2.50 .21 I

1i-d' 7~5· 7'-i 4'-lf 1a'-d' e~9' 4'-6 14'-6 s'-6 2.77 .23 9 13~0' 7'-9 7'-1i 5~o 19'-3' 7~o· 4'-i 1s'-5" s'-9' 3-os .270

14-0" a'- 1' a'-3 s'-2' 20-6 7c6 4~9· 16'-6" 5'-3" 3-35 304

Drivi"8 5urfoce

MATERIAL REQUIRED

5S5 Gu.Yds.A'Concrete

2.515 Lbs.Remforcing Bars.

ar! Elbls. Cement

'i'.7f Cu.Yds . .Sond.

54! Cu. Yds. Stone.

'2.6'2.05 Lbs. Structural 5teel. 6-2.4:1-Beams@ 105.9"' <UHi'long. 2.-e'C.hannels@II·S~ zo~ei'long.

1510 5q.Ft.2.'"Wire Mesh.

TABLE OF BARS Mark. No. 5tock. Description

15 { 0 x40'-6' Longitudinal in .Slab.

t. 73 ~-~x'2.1'-o" Transverse in Slab,

h 10 f"x4'2.'-8 Hori.3ontal in A:lrapet.

v 74 f"x4~6· Vertical in A:lrapet.

.(\) '!p['v"bocr-

'o ·~

-~

~~~4+----------~~~~--------~~+==F~~----i---~ fi~l~l~. I A I


BEAMS & PARAPET DETAILS ABUTMENTS & WINGS

NOTE Floor <f Elrid9e. ~alI conform to grade of road. On level grade slope top cf slab at leo"t te per foot

i-o' 3'-9' 5:..4· 3'-o"11'-9' 4:..6· ,2~5· 9~s· 3:..s· .2~9t 79. 1o3 38;f 76t

Depth of foundations to be determined bl:J lo~al condition ... Quantitie5 siven are b:l~d on dimension'S ehown. Winqs ma~ bechansed to !'JUiT local conditions.

8'-o' 4'-2' 5'-9· 3'- ( 13'-o· s:..o· 2:..8· 10~6· 4:..3• 3~~ 94.5 122:i 45t 91

lf be.O of 5tr:eam ~u1re~ p:lVin~,u~e?"cfc.oncrete or a• of stOne masonry ahd a 1'2" curta·,n vvoll of suffic'lent depth a+ each end.

SECTION ON A-A

APPROVED-~~).,_ l_<i_!..¥ __ __ S_E_~ __ SRIOGE ENGINEER

APPRJl}EO"...c ~~ .....2.1-ff~f -~-CHIEF ENGINEER

114.5 148%-

134.0 174


STANDARD

55 11 of

64f 129

nt 135


SPAN38 FT. ROADWAYI8FT. SKEW75oL.

638 8:-75

k?ev·,scd 7·23-JZ S-tone Masonry WC.T.

~~ ... + L 0 Ill u

Made b\:1. W·B-D· Checked b~. "W./3. ;tl. '1·/J.·:/.~

11'-4"

l'-6"c.-c.

L

3 0

HALF PLAN

i.-6

v 4"v· bare

ELEVATION

I

I Ci

~

""' c.. + L L. 0 0 " " u u

.lll

-;,

A

A

i.-6· RT. L.ABUTMENT SECTION

Ba-tTer ~~·in IZ"up+O 8'-o" Clear. Batter 12"in te'- B'-o'4o \O~o· Clear. Batter '?¥in l't- ll~o· +o lll~o· Clear.

'ro ·JJ

i

. ., t

~-~

'('J

·.!.

_1 0 . t'- ··h·· ban>

1-----=t--+._,1;! .:~: :r, -;/---~

. h ( .::.~· .. ,.,,_. ( t "/-~:. •...•

STONE ABUTMENTS & WINGS cLEAR A W W1 L H w. L1 Hlg~1fg8~!~1P.~r s-o 4-a· 4'-l 3'-8 13'-0 s·-o· 3'-2· 8-0 3'-3" 1.22 97.o

7'-o 4-d' 4°-10 3'-9" 14'-6" 5'-6" 3'-4 9'-d' 3'-9 1.40 116-0

a'-d 5'-1 5'-8" 4-3' 15'-d' 5'-o 3-8 1o'-d' 4'-o" 1. 67 145.o

9-0 s'-11' 5-11 4'-5' 11'-5" 5'-5" 3'-9" 11'-o" 4'-3" 1. 89 169.o

10'-d' 6-2" 5'-3' 4'-l 19'-ci 1'-d' 3'-li'l2-o' 4'-9' 2.11 195.o

11'-o 7'-1" 7'-3" 5'-2" 20'-6" 7'-6 4'-4" 13'-o' 5'-o' 2.50 240.0

12-0 1'-5" 1'-1" 5'-4" 22-o" 8'-o' 4'-5" 14'-o 5'-3 2.11· 212.0

13-0 1'-9" /-1i 5'-623-6' 8'-6 4'-1"1s'-o' s'-9' 3.05 309.o

14-0 8'-1" 8'-3' 5'-8' 25'-o" 9'-o" 4'-8'16'-d' 6'-o' 3,35 348·0

'13

=

: ... , ...... "' m c_-+--:-:"'"1---+;·,J,~,.i\~·,;;1~·· ·.:~-w .C~:ru~~ion Joint

01 //~~:f ;._::-::· ;,( r Orivin9 5urface7

·.:, 'll)L i .. ~-· ,·-( (

1 Chamfer -'-f.l..---'--'--"+'~

z."-5" I l"fi i ;:;-e:· I

BEAMS & PARAPET DETAILS NOTE Floor or Orid9e '1f1oll conj'orm to 9rode cf road. On level grade, elope top of slab at lea5t R; per foot. Depth or fouadation" to be determined by local condition ... Quantities given are b:leed on dimensions .sho'Nn. Wines ma~ be cha~ed to suit lcx;:al conditions. If bed of .stream req.uire'!l p:1Ving,use6 .. ot'concrete or8·ofstone masonryanda!2"curtain wall or wrficient depth at each end. !

MATERIAL REQUIRED

60·3Cu.Yds. C!as:s"A:" Con. S:Ji Bbl<>. Cement. 1:7£ Cu. Yds. 5and. .5.5.;\: Gu.Yd<>. 5tone.

Z514 Lb:s. Reinforcing Bar5.

6-'1:41-Beams @I05·S 4o'-6'1on'3. Z6Z63lbs. 5tructural 5teel'e:-e"channels @ll·5... z,;i-0" \on .

1"1:54 5~.Ft i."Wire Me:sh

1--~-.----'-'T A:_.:..B L E OF BARS .Stock

---+------------~-----------1 Mark! No.

I \5

De<>cri tion

{"x40--6" longitudinal in 5lab. ---+-----

66 Tranever:se 1n .Slab.

h to Hor·, 3ontal in Para pet•

v 74 Vertical \n Parapet.

'o ·~

-~

ABUTMENTS & WINGS

aaf 176~ l-:,.....-,::t--.:....r--'--'-'--'--;---+--lf----+---+-5~" 4-sk 2 10. 273 t 101 t aoat

5:....9" s'-~ 243.8 31 sf 111-i 234t

2.4.1-Be.am

e"channel @11·5" ~o'-<:flon'3 Placed ld" from face of abut.

SECTION ON A-A

APPROVED_ )'n~~Jf:_l~~s- __

__ ee~:... _-BRIDGE ENGINEER

APPRO.VED_ ~,2,1../_L £2 .£' -~CHIEF ENGINEER

I u I If ·-- I 3 I 6-0 S-7 280.0363T 13442694

~OW~EALTH o•PENNSYL~ ~ • ~M4


STANDARD


SPAN 38 FT. ROADWAYI8 FT. SKEW6cJL.

SCALE & 1~1:_0 638 B-6o

(

Revised 7-23·.32. S+one Masonry WC.T.

MADE BY J.E.M Checked b ~ :;-re-w.

IMI'Itiii .. L TR .. C\NG CLOnl llUCKNilDIIn'ZGilHC:O,, \NC:..ol<oYo

HALF PLAN

L 0 Q)

i}

'o .I <')

/

ELEVATION


'Ol ·c,.,

Properly bond this con5iruction joint with dowel .eoton~s or reinjorcinq bars.

CLEAR

s'-o" 1-o' 8-0

r

f f 9-0

10-0

11-o'

12-o'

13~01

14~0

A w 4'-8 4-7· 4'·11 . 4~Jd1

s'-7 s'-8

S-It s'-11 " 6-2' 6~3

7'-( 7~3

' " 7·5 71

-7 " I' 7~,,· 7·9

a'-1 ' I II 8·3

w. L H w~ 3'-a" 17~0 s'-0 3'-s'' 3'-9'' 19'-a s'-6 3-6·

4°-3° 21'-o 6~0· 31-Jt

4'-s" 23~0 6~6·· 41

-1 " 4'-7 ' z5-0 7~0 4'-l s'-2' 26-9' 7

1

-611

4:8

s'-4" 28-9 a'-o' 4:10

s'-6 " 3d-9 ' 8'-6 s'-o"

' ' 5·8 3z-9 9~0 '' 5-1


Ba-tter tfin \~'up to 8'0' C\ear:Ba+ter"' rt.• in vt- s•-o• to \O~o· Cleo(."' Batter '4'in IZ!. II'O'+o 14'0' Clear:-


NOTE Floor of bridge shall s:onform to o;!rdde of road. On level grade .slope top of slab at ~east '"' per foot. Depth of foundations to be determined loy local conditions. Quantihe5 given are based on dimen&ions. ahown. Wings may be. changed to .suit local conditions. If be,~ of 5t_ream requires paving u5e cii\ of concrete or B'of stone mosonryand a 1'2 curtam \/Vall of ..sufficient depth at each end.

SECTION ON A-A

L• H. CU.'(O:;. TOTAL

PER FOOT rtlti~%ITt ONE ABUT.

71-011 4'-o " 1.22 116.0 8'-o' .u 1.40 139.0 a'-9' 41-9 " 1.67 173.0

g'-9 s'-3" 1.89 202.0

Jd-6" 5~6" 2.11 233.0 II'-a'' 6'-o'' 2.50 286.0

12:6 " 5'-5" 2.77 327.0

!3-3" 7'-o' 3.06 370.0

14'-3 " 7'-3 " 3.35 416.0

A w W1

3:... j' 4:..10 3'- I"

i-o" 3-8' 5'-4' 3-4

8-6' 4:...2' 5:... 9' 3-1' 9-o' 4'-8' 6..: 2' 3'-ro

ro-o 5:...1 ..

6'-i 4·- j'

rr'-o" 5:..7 ..

7:...6' -4.!..4

rZ:.o 6-0 7-5 4:...6

r3-6' 6-5 7:.10 4-9

14-0 6-10 8-3 5-6

MATERIAL REQUIRED 9G.i \3b\e;. Cement

6'2i Cu.Yds. Class /;\"concrete '2.8X Cu. Yds. Sand

51 k Cu. Yda. Stone

'2501 Lbs. Reinforcing Bar5.

'2.701.3 <O-z.,fi-beams@ 105.9,. 41~0'\ong

Lbs.Struc+ural Steel. .. ,. , .. '2- 8 Channel"@ 11.5 '28-0lon

l:J70 Sq..n. z." Wire Mesh

TABLE OF BARS Mark No. Stock. Deecription

\5 t" ., ..

Longitudinal Slab 'l:'' "A.\ -10 1n

54 ~·:.. "'2.8~0 Transverse. in Slab.

h 10 I" •" 2. ... 1<4'2.-.9 Hori-,ontal in Parapet·

v 74 ~¢'" 4~t;;· Vertical In Parapet.

'o

-~ -~ N

-~

ABUTMENTS & WINGS L

17:..cf

19-o

2i-o'

23-6'

2s-o· 26-9

28-9

30-9

32-9

H W2. L1 H, B ~~~ Bbls. Cement

s-o· 2.- -;· 7'-6' 4'-o· 2:..5 85.3 110~ 5-6 2-u) s-o 4-6

• "I 2-9y 107.8 140

6-6 3-o 8·-9 4-9' • "! 3-2y 131.6 170~

6-6 3'-j' 9:...9' s'-3' 3-7 158.8 206

7:...0 3:...4 10-6 5'-6' 4:..0 187.1 24~

7:...6 3'-i rl-6' s-o ~5 220.3 286

8-0 3'-ro 12-6 6-6 • "I 4-9y 256.2 332~

8:...6 4- j' r3-3' 7-0 ' "J

5-zt 294.7 382j

9-0 4-2 14-3 7-3' 5-7 338. 438~


STANDARD

CuYds Sand

41

51{

63~

76~

90

106

123~

141-l

162t

Cu,Yc Stone

82

lo_3~

1261

152~

180

212

246~

283~

325;k


SPAN38 FT. ROADWAY 18FT. SKEW45L

:;" .. . SCALE 5 & I = I - 0 6386-45

(

Revieed 5-?.5-<.8 W·B-0. " 7-Z3-.32. W.C.T. 5tone Masonry.

A

j

6'

A

1- Made b4. W·B·O·

Checked' b~. CP.;¥.1ff. 4-4--Z1 ·~M""""-" T"""""c•on"

KaltO.,H.V,

li-d'

Construction Joint

HALF PLAN

i-ci'

_____ 4-o'-o .span

ELEVATION

c 0

'<()

·JJ

eo'- o"

/a'-o" Ro<tchva

'('I • .!_

())

=

'Ol

-~

STONE ABUTMENTS& WINGS CLEAR A w W, L

7;d' 4-1 i' 4-r::i 3'-5' 10~3· 4~o· r.4o 99

a!-o 5'-1' 5'-e' 3~ro' rr'e' +s' r. 67 124

fi-·o· s'-rr' s'-rr' 3'rr' r2'e' 4c9' r. 89 14 3

td-0' e'-2' e'-3 4'- r' ra'e' 5'-3 2. r r r 6 5

ll~d' 1' ,. 1'3' 4'-6' r4'9' 5ce' 2.5o 2oa

12~ 7c5' 1~1' 4'-8' r5'-9' 6~o· 2.11 2ar

13'· 7~9· 7~11· 4'-9' 17~0 &'3' 3.06 262

14~0' 8'- r' 8,3. 4'- rr' r~o' e'g' 3.35 294

'o

' -~ -~ L~-~-----L.,_:~ ~

,·-:3'-k_j I L--·---=-::.Q_ _____ .....J __

BEAMS & PARAPET DETAILS NOTE

Floor of Bridge 5hall conform to 9rade. of road. On level grade, slope top o( slab at least~· fer foot. Depth o(foundations to be determined b~ local conditton5. Quantities givsn are baeed on dimensions shown. Wings ma8 be changed to suit local conditions.' • If bid pf ~fream rnqoire-e poving,u~e tfor concrete or 8 of atone masonry and a 12' curta'1n wall of euffic.ient depth at eacti end.

~-------------

' ' I

A .I

Cons-Truc:tion Jo'tnt

2.4'1-Beam @105":'9-4-i-:~i tg. •u'L, L •:~ .,, :' ~··.·

SECTION ON A-A

MATERIAL REQUIRED 95:4: Bblo. Cement.

61.5 Cu.Ydo:A .. Concrete. 28:1: Cu.Yd5 . .Sand. 56f Cu.Yde. 51tlne.

2590 Lbs.Rein orc'.ng Bare.

272831b 5t t 1 .Ste 1 16-'C.4'r-5eam5(!)105~-4'C.:..31g. 5' rue urn e · -e.-e·channel5. 11.5' 19-d' I .

132 0 5q· Ft. ?.'Wire Me5h.

TABLE OF BARS Mark. No. .Stock. Deecription .

15 f¢x4c'-3' Longitudinal in 51ab.

~~X iS-6' ' t 80 Tranevei-ee ·,n 51ab.

h 10 ~¢><4-4-8' Hori..Jontql <n Fbrapet.

v 80 f'¢><4-6' Vertical In Fbra pet.

ABUTMENTS &·WINGS A w w'

3-{ 4-tcf 2-5' 3-8' s-4' 2-7"

8-0' 4-i' s-9 t-1o'

9-0' 4-8' 6~2' 3-0 I d-o' s-1" s'-7" 3-3'

Jt'-o' 5-7" 1:..o· 3-4' li-d' 6-d' 7:..5' :(.,·(

J3-o 6-5 7~1d' 3-9

14-o' 6-10 8-3" 3.;.1(

Prope.rl~ bond thi5 con5'trucl"ion .!ointwith dowel :;tone~ or. reinforc.i ng bar.:"~.

L H w-Yd ... BCon.

9-3 I II

3-9 59.0

id-3' 4-o' 73.0

11~6' 4-6"

li-s' 4-9· 108.5 141

13-6" s-3' 128.3 166f

14-9' s'-6' 150.7 195f

15-9' 5:..o~ 175.0 227

17~01 6'-3" 202,5 263

18-d' 6-9' 230.3 299

52~ 61-,t

72i

84;£

97t

110~

APPROVED __ ~_t;,_/-~~~t

_€_8~ __ BRIDGE ENGINEER

APPROVED _______________ _

86f

104f

f2J.L . z 1.45

_169

19'5

22Jf

~-- ___ ENG.EXECUTIVE AND · DEP.SEC.OF HIGHWAYS.'

~o~~£ALTH OFPENNsyL~ ~ • -~~4


STANDARD

EINFORCED CONCRETE BRIDGE

SPAN4Q FT. ROADWAY 18FT.

6408

(

Revised 7-zJ~.;,z '5fone Mosonry W.C..T.

i

'"'li ·' N,

~~ ol

.s!l u: I

MADE BY J.E.M. CHECKED BY IU.e.Q 5-?.8-?B.

I~I"ERIM.TitAC:lHa CI,..TH II;UCEHI: DIE'n<lllN CO., INC., If. T.

---c-----.-.-- ,--,--+----. -····· _ <& of. T{qo_gyv'-"o'-'3'-J--"="------

---------- ------------------------------- __ ! _l:>_o_r_"'__---~--bars

HALF PLAN

ELEVATION

L 0 Q)

i]

• I" 1-:lz

e,"

NOTE

MAT[RIAL REQUIRED

61 . .9 Cu.Yds. Closs ·A .. Concre1e BblsCement Cu.Ydo5and

Cu-Yds5tone

IB'-o" Roadway. Vo5~ Lbs. Reinforcing 5teel Bars r---------------------------------+-----------~------~--------~~~~

Constructiqn,_,J,.oecin,_,_t __

STONE ABUTMENTS & WINGS [email protected]"4z.c"'··~g-274G5 Lbs . .Structural .Steel .. ,. ...

CLEAR A W W1 L H W2 L, H 1 gf{~~~~\~~\}, Z·8Channels@ll5 2.0-01

6-d 4'-8' 4'-1" 3'-5" 10'-9' 4-3 3'-3" a'-6' 3'-5" 1.22 87 1320 .Sq. ft. '2." Wire Mesh

1-d' 4'-1 i 4'-1ci 3'-1 1i.-o' 4'-9 3'-4" g'-6' 3'-9 1.40 I 05 8'-d' 5'-i s'-8' 4'-o 13'-3" 5'-ci 3'-9 Jo'-6" <1'-3' 1.67 129

to'-d' 6'-2. 5'-3' 4'-215'-5' 5'-9 3-Jil2-6 4'-g' 2.10 168

tt'-d 1'- ( 1'-3 4'-g" 16'-9 6~3· 4'-5' 13'-6 5'-3 2.50 211

12'-o" 1'-s 1'-1" 4'-1i 18'-o' 6~9 4'-6 14'-6 5'-6 2.11 239

13'-o' 1'-9 1'-11" s'-o"J9-3 1~o 4'-i 16-6' 5'-g" 3.o6 210 h

14'-o' a'- t 8~3 5 '-2.' 20-6 7'-6' 4'-9' IS-6 6~3 3.35 304 v

15

77

10

BO

TABLE OF BARS .Stock Description

Longitudinal in 5\ab

Transver&<>. in 5\a'o.

Hari~antal in Parapet

Vertical in Parapet ..

Driving 5urjace

'24''!-beam@ 105.9 4Z'G' long

.3~ "


Properly bond !hi:> con:;t. joint with dowel :;lone:; or reinforcing bar&.


ABUTMENTS & WINGS EAR A W W1 L H W< L• H1 B ~!E~~~ ~nl ~~~d ~'j:~~

floor of bridge 1f;holl conform to grade of road. On level qrade "lope top

of slab at least 1?, per foot. Depth of foundations to be determined by local condition5. Quontilie5 q1ven are based on dimensions shown.

s'-o' 3'- ( 4'-1o' 2:.8· 10:..9· 4:..3• 2:.3· a'-6" 3:.5· 2-5" 6 1.8 sot 29t 59±

i-o· 3'-8·

Wings may be changed to suii local cpnditions. If b!"d of &tream require~ paving use <;' o\ cone. or 8' of stone masonry and o I '2 curtain wall of · deplh ot each end-

8-o· 4'-2

g·-o· 4'-8'

3~ I .

3:.4·

10-o· s'-1 . 6-i 3'-6'

11'-o' s'-7' 3'-9'

12'-o" 6'-o' 3:.11·

6'-s'

s'-11 "

SECTION ON A-A

APPROVED •..... ~--~--~1 .1_9,_~_[_ ______ , ....... -..

------~-~-~-------BRIDGE ENGINEER

~~~~::~:::~::~~;~~-~~~;~~-~~-

13'-3 N

14'-3 N

15'-6 N

16:...9 "

18:...0 N

s'-o .

s'-6"

s:.g· 3:.o· 12:...5· 4:.9· 4-o" 134.o 1 14

6'-3 N

6:.9 N


STANDARD

55 110-t .

641;129


SPAN4QFT. ROADWAYI8FT. SKEW75oL.

SCALE 5.& i- i-a· 640-B~7s

(

Revieed 5-W"'lB WEHJ. 7-.Z3-3Z S+one Masonry WC.T.

L 0 Q)

li

.. -··

Made b'::J.W·B-Q· Checked b;J. @.tiftZlf. 6/2 7/2 7 '''•""'.._".._..<>ClOTH

••tco., •. Y.

L <I

" 0

HALF PLAN

ELEVATION

I

~ + L

~ u

A

18'-0"Roodw!,

'-;!:\ (chamfer 'OJ -

' .~~f·~:~~= ·~ ~-

.-:? l -~~: r---

·-r )-!.: -::

.,II) " ,,.. -~ ·.'.. ('

,_t- ·;,. :-.. ~·: f ~.-~.:

NOTE

STONE ABUTMENTS & WINGS CLEAR A w w, i L H w. L I

1-0 4'-11 4-.Jo" 3-9"14'-s'' 5'-5" 3'-4' 9'-o" 3'-s' 1.40 1 16-o 8'-o' 5'-7".5'-a" 4°-3.16'-o' 6'-o' 3'-a' Jd-o' 4'-o' 1-67 145-0

9'-d' 5'-li 5'-1!"4'-5"17:-6· 5'-5' 3'-JoJJ'-o" 4'-6 1.89 169.0

10'-d' 5'-z' 6~3 .4'-1'19'-o' 1'-o' 3~1i"12~o· 4'-9' 2.11 195.0 11-d' 7'-1' 1'-i 5'-z'zci-6" 1'-6 4'-4" 13'-o' 5'-o' 2.5o 24o.o

12-d'1'_-5" 1-1 5'-4(22-o' a'-o' 4:5 1'\'~o· 5'-3' 2.11212.0

13-0 1'-g' 7c1!' 5'-s' 3-6" a'-6' 4~7"15co" s'-9" 3-06 309-9 14'-d' a'-!" a'-3' 5'-8'25:o' 9~o· 4'-a"1e'-o" e-o ;>.35 34B.o

,. :(- !"

lr· I

MATERIAL REQUIRED

63 Cu. Yd~. X Concrete. 97! Bbl.s. Cement. 2 9 Cu. Yd.s. :Sand. S7!Cu. Yd~. :'>tone..

2608,Lbo. Reinforcing Bars.

6·t4:I-5eam@IOS·'if 4zc6' loris. 27522Lbs. structural 5teel.r.-e'channels.@II·S .. ti--6'lon

/3205q.Fti"Wire Mesh. ......,.._ ____ !..._

TABLE OF BARS ......,..___,.---,----'---'

t 70.

h 10.

..

A

l:..ld' P.T. L.ABUTMENT SECTION

ABUTMENTS & WINGS A w Wr L H

F\oor of Brid9e ");'loll conform 'to grade of nood, On level grade,:olope top 3'_;_3n 4-11• 3'- ( 13~0· 5'-d' 2'- ( 8'-d' or 5lab at least 1'15 perfoot. Depth~ fo'-'ndation'5 tO be deter-mined by local conditions. 7'-0' i-·9° 5-4- 3-4" 14-6' 5-,6' 21-r/:,' 9-Q' Quantitie5 given are t:a~ on dime.noions shown. Wings rna_y be "changed to suit (ocal condition~. I . 8-0' 4'-3" s'-g" 3'-i'rs!.....ol s'-o If bed "(' erream rectuires p:rving,uee 6 of cone. orB' of stone masonry and a IZ cur+cm walll--:--+-:--t--+---'+-,--t--+--+--t--t---"1-~-t---::t--~--;-l or :ouf('ic<ent depth at each end. g'-o' 4~9" s'-2" 3'-lo" 17~6' 62 ~ 12 st

't baro

lo-o' 5'-2" s'-7" 4- ( 19'-d' 7'--o" 3'-d' 12:...0" 4'-g" 5~11~ 154.7200~ 74t 148i:

1 1'-o' 5:...8· 1'-o" 4:...4· 2o'-s· 1'-s" 3'-1" 13'--o" 5'-cf s'-sfla3.6238~ a8i 111 i 1i.-o' s:...i" 7'-5" 4'-s"22:...o" 8'-d' 3'....;3'14:...o· 5'-3" 7:...o!2I0.8273f 1oi{·2o2;}

ri-d' s'-s" 7'-to" 4'-9"23'-s" 8'-s" 3''-s' t5:...o" 5'-g" 7'-s 243.8 316t 11 7-,i234t

14-o' s'-u" 8'--3" 5'-o 25'-o 9'-o" 3'-7 ts'-o· s'-o" a'-o 280.0363t 134j2s9{-

"C..4"I-Beam @t05·S' 4~'-6'

c+ion Joint

SECTION ON A-A

APPROVED_~J,_l'i.~?- ;8 ---~J-~..BRIDGE ENGINEER

APP~---------- _____ -·- __ _:_(:_'::CHIEF ENGINEER:

~0\\~tALTH oFPfNNSYL~ ~ • 1\?4


STANDARD


SPAN40 FT. ROADWAYI8FT. SKEW6QoL.

6408-60

(

Revised 7-23-32 Stone Masonry \\~C.T

:r:

__ j

Mode b~.W·B-0. Checked ~· J.E..M. 5-5-~8.

UI,..;RTAL.TftACIHO CI.OTM .:UOEHO: Dlo:nGPI CO •• INC., N. T.

/ HALf PLAN

RT.L-ABUTMENT SECTION

ELEVATION

MATERIAL REQUIRED STONE ABUTMENTS & WINGS

100! Bbls. Cernent. CLEAR A W Wo L H W2 Lo Ho b~'Hg'~ ~~~i:

65 Gu.Yds."i\"Goncre.te. z.s£ Cu. Yds. 5and. 4-8 4'--/ 3'-8' 17

1-Q s'-Q 3'-5' 1'-o" 4'-Q I .22 I I 6.0 ~ ..-------"e,_o·_,-o'-"- 4'-d' 4'-10 3'-g' ·~19' .. 0 '5'-s" 3-6' s~d' 4'-s 1.40 139.0 l--------------.,--.'i-=~c-u_.'l'_d_"_·5_to_n_e_._--l

'. 7-7 1'-~ 1'-11" 5'-6 3o-9 a'-e" 5~o 13'-.3 1~& 3.06 364.o TABLE OF BARS a'-1" 8-.3 5'-8 32-9 g'-o 5'-1' 14'3 7'-s' 3.35 416.o 1-----~---~--------------1

ark. No. 5tock. Oe5eription

15 Px43-6" Longitudinal in 51ob.

t. 57 ~-¢x2.8~3· Tran~verse in 5lab.

h 10 ·Px<~-4~8· Hori.:3ontol in Fbnopet.

v t:fj .Px4'-e- Vertical in Fhrapet.

'en -i.J 'o

·~

DETAILS ABUTMENTS & WINGS

NOTE Floor <f Bridge :ol;>all CDnform 1o grade of road. On level grade, ,/ope fup of slab at lecist,o,; perfoot Depth of foundCifions 1o be determined b\:jlocal =ndition~. Quantitie.-5 given are bo:5ed on dtmencsion:5 5hown.

1:.._0· 3'-a' 5:.._4• 3'-4" 19:.._o· 5:.._6· .2:...10 a'-o" 4'-5· .2:.._~ 107.8 140 s1! I03i

8:_o· 4'-2." 5:...9· 3'-7" .21:...0· 5'-o· 3:_o· a'-9· 4'-9· 3:_.2f 131.6 11oi 63i 1264:

sc.o· 4'-8" 6:.._2.· 3'-1o .23:..o· 6'-6' 3:...3· 9'-s' 5'-3· 3:.._7" 158.8 206 76-i 1s21

1o:...o· s'-1· 5:...7· 4:...1'.2s:..o· 1'-o· 3:...4"1o'-s' 5'-5" 4:...0 187.1 24.23 90 180

11:..o" 5'-7' 1'-o" 4,-4 • .26:_9· 7'-5' 3:...7· 11'-5' 6'-o" 4:..5·: 2.20.3 286 10·.6 2.1.2

1.2-o 6-o· 1:...s· 4:...6· 8:.g· 8'-o" 3'-10 1.2'-6' 6'-6· 4:..9f 256. 232.!. 123{246i

13'-o" s'-5' 7:...1o' 4'-9' o:..9" 8'-s' 4'- 1'13:...3· 7'-o' 5:...~ 294.7 382t 141~ 283t

14:...o· 5'-16 9:...3· 5:...o· 32:..9· 9'-o' 4:...2.· 14'-3" 7'-3· 5:.._7• 338 438i 162~ 325;\-

Win,gs rna~ be chan~ to suit lt;)cal conditions. If beQ c::f 5f"'ream re.q.uir-es paving,u5e6"cf cone. or s•of 5tone masonry and a 12.-c.urtain wall <{sufficien-t depth at each end.

SECTION ON A-A

APPROVED_ ~~!.t l«i_.a.Y_ -~-BRIDGE ENGINEER

APP~VED -:):R/~~-I£:l/:: __ ~~~CHIEF ENGINEER

DEPARTMENT OF HtGI:lWAYS BRIDGE DIVISION.

STANDARD

REINFORCED CONCRETE BRIDGE .

SPAN40FT ROADWAYI8FT. SKEW45°L.

64 -45

Re

(

(

NOTE 5.CCTION AA.

Painf wifh far asphalt

HALF" ELEVATION

Camber bridge fo e9vol /inch per fool fill pane:/.:; fo be bush hammered olher expo.:;ed

.sufoce5 ro hare a rubbed .Jini5h. Where ~plicing is necessarg, lap bars 50 dia-

mefer"" .5I agger .5plices and wire 5ecure!f/ excepf bool::,nd}/ fill .5/ee/ dimension.:; are m cenfer.s o/ .bar.s:

Con.sfrudionjoinfs fo be clean and ftee ftom lailance

Curb heighf and parerne!71 5/ol as 5fmm are .for COI7Crefe pario_g.

J=or abulmel7f.s .:;;ee .5-/81/ jor pi&r.5 see 5-Z/4. 5.CCT/ON- CC.

f¢bar.s"K ~~~~~~--~--~~~---·· symmefrical

abouf fh Is i..

2'~ .f5rll'rUDC5- .,,....,-----., .;:."l'&,~v,.,/k.l>". J!fi'c.c. ·u-,n.-.r.rucJ·u' .n JOinf.

5ECTION 88.

~f?rOY&GT ___ f~-~1~~J~l~~---------____ g__~_j_J_u_~ _____ _t)ridge Eh_gineer.

./?pprared__~---~7----~t.J._ :.....:: _____ _ -----~------:-Chitif .Engineer.

2.-P!al=-/8';<. t" 51{-'·""f ..5Z-~'~><f?.'Boi6YYifhcoumr:.~unKh=d.

( Oufside &am !feinfon::ing)

.Q11.'4fE~l TH • PtllltS~( r, ~~- - :f .. tt 51Al E ~I' ·HWAY DEPARTt.lENT,

E'WDOE~

STANDARD


SPAN 3 Z FEET

5~01·30

Cost S-teel Shoes and Roller Nest. No.I.

Cast STeel Shoes and Roller NesT- No.2.

ru ., (U

r---1 1-

r----- l,lt-r-- I ~~-t--

1 II r-- -r--

Iii ru·r-----~J---~~--~ I

~ _LBore for Pin 4''-fin.

L'

Upper Shoe i~~No.l ·~ ~

Width of Co•· Pl.

I I~ _I~

1-8

' ol ·• ru

sf 7" Ed" li'

Width of Co•. Pl.

::: 1 .. _If-~~-

l l

4-Rollers s''9Fin.x+"xl..:6" 4·Bors 2f•!"x 1~6; I ;\;"~oles. 2-Tooth Bars 2~!~8~Fin.all over.

4-Tap Bolts f~~'~t 3"U.H., 1"1 Shoulder:-A\ See De.to.i\s. 12.- " .. f';:~~2.~U.H.,I".;s·houldel"-~

Width9.f.C_ov.P.

'f I~ _I • _It~~-

~Ma~=~~·2RD~:L __ ~~~==~~~~Vtr=~=·~~~~L~Lt~=s=~~=-=-~=--~-~=~---A-~~~=:t~~~~~=~~~~·~~~~~;~;~~~=!a~=~lt·~=~~!~~ llTeef~ ~~~F"e -t-i 9h-t- fit I

J f' f. ... --

Designed by.QLC~L ••• ..., Made by~B.fi.W.;,-.. -. __ Cbscbd by.i-.~£;. 4/2.-g•

... I 10

2 !' s"

~ (U

lU Ill r--

== '

t---

ID == ., cv

I I I I

I -

[ '1\JI------HJ----tl-t----. .. 1

2~1o"

No.2

~Q'!k· I-I~ ,: 10 •

1~10"

.II! C\1

rul------+~---------4•

4-Rollers 6"~Fin.•4'x 1: 10" 4-Bars af-"~fXJ.!s: lfs""Holes. 2- Tooth Bars 2 ~ f~a" Fin. all over.

4-Tap Bolts f~J"U.H., 1"1shoulder• A\ 12- " " ~"~2.~U.H.,t"~houlder"- ~ See Details.

Wcsher 2f~ f-1 &;'"Hole:

!""Fin. .. f"Fin: ...

TQp Bolt 'A

Tap Bolt B

Ma-ter-ia\ J~.for 1 SP.an.

4-Upper Shoes.

2-Fixed Shoes.

2- Ex pane ion Shoes.

2- Roller 1-lests.

2· Bed Plctes.

4- Pins and 8•Lomds Nuta.

16-Anchor Bolts, Nuts and Wa3her"s.

GENERAL NOTES Cos+inqs To be annealed.

Tooth Bcr.

Tor1que and grove- Exp.End.

Mach'aned sur _paces To be painted with

one coat o.f White Lead and Tallow.

Side~ of Rockers musT be straight and

8mooth but need not be f'!"nished.

Revised 6·18-30 (Weigh-ts. cdded.)

'<t ·.!.

std.Hex.Nut. .. ..~ c::;::~:=~.....-Wcsher 3""x! -1 ~ hole.

An.cho~ Bolt

(swedged.)

WEIGHTS

Width o.f 1 Set No.1 1aetNo.2 Covet" Plate

14

16

18

lnche.s 5660 Lba 6155'. Lbs.

" .. 5925 " 6420 "

6680 "

ow~EAL lH or PENNsrL v. '\)'U~~ - ~4'1.(


STANDARD SHOES FOR

PLATE GIRDER

S-625.

[ht-2-2'_2_e._c_l·_··c-·f:__o_n_c_. t_o_C_I·-·B_·_.J_.E_.M_. ____ ~PLA,..N---------------.....j.--

(

ELEVATION SECTION

z 0 1-~ II)

....J <( u 0:: >-1-

I 8.3 4-2 6 2 1o.3 4-e 4·_

0 .. 1 I'-d

3 12.3 S-2 I f-6' 4 143 5-8' I z-o' 5 12.3 4-~ 6''

6 14.8 5'-3 5. 0

.. ~~~~· 7 17.3 5'-!! -8 I 9.8 6-1) 2-6 9 22.3 5c9 I l!-6

10 17.1 5-4 6" II 20.1 5ciC I f-cf 12 23.1 6-Ji 6-0 1

1:..6' 13 26.1 6-la 1

2'-6

14 29.1 t-4 : f~ 15 32.1 7"1 3'-16 29.1 scs 6 11 33.1 &u I 1:..o· 18 37.1 7-5' I 1:..6' 19 41. 1 7-Jr 8 0

1 z.o· 20 45. I 8~5" - I ii!-6' 21 49.1 g-Jj' I ~0 22 53.1 s-~ rn 23 57.1 9'-lf I.Fci 24 443 7-6 6" 25 49.3 s:.O ~ 26 54.3 &-6 ~ 21 59.3 9'-0 ~ za 643 g:.s· . ' "jj 29 6 9.3 Jerel 10-0 3'-o 30 7 4.3 10~6 u 31 793 11'-cl ~ 32 84.3 11~6 " 33 89.3 12"0' 5'=0' 34 626 8-7' ~ 35 68.6 9-f 1-0 !36 7 4.6 9'-7" "t6'· 3.1 80.6 1o~· E 38 86.6 10'-1 2'-6' 3~ 92.6 11-1" ' "~ 40\ g8.6 11:.7·12-0~ 41 104.6 12'-1' "4'-:6: 42 110.61~7 I~ 43 II 6.6 13'-J" 5:0 44 122.6 13-7 I 5:..6' 45 128.6 14'-1" I 6'-d"

DIMENSIONS AND QUANTITIES

2-3 f-.ci I -4 6'!" 3-2! J-4 .265 .167 IA4 1.07 2'=51 I~ _, " 1'-10 9-i' 3'·9" l'-6j 319 182 200 I 31

8 l~d' 2~.; ~-9 ;,·O 2~4 IIi" 4•3~ J'"~• i-2' :380 :191 1. 31 2s9 1..57 raro1 ,~m z:1o 1•2·4 4-16 J'"K>! . 449 . 213 · 3.5 1.84 <!~ J!6~ 1.:.5- 7 ~ J'-6'-.: .373 .184 aoll 1.34

2·8 1~9',. HI'~. ·9' 4-4, 1:!:~ .435 .198. 2.78 1.61 9' ~~o· 2:.r: 1•11- 3-9 2•s• J'"o 4"11" 1-1r 1~2 ... so5 .215 t5o 3.65 1.s1

3'-f:.! 2:.e; 2'-IP f-2' 5'-6' 2'-f . 582 . 230 4.63 2.17 3'~?1 z:,i~: 3'-S;t J-5';!_ 6•6! 2'-3 . 667 . 245 5.74 2A8

zen -1-..JI&.I 1&.111..

~~ en~

2'-IC i-9 i-6~ ~·! 4!.5' J'-9' . 502 . 262 3.05 2.02 ~1: l?r011z:<ii 2~ -101, S'd' J:..jj .573 .282 3.97 2.38 ''I' !P

10"

1':.

3' 3',.3"1 ~l " 2~6~ 1-0"i s'-6! 2!1 ¥ , ... 653 . ~I l."'

2 5.02 2.75 IA4 -~ ~

3:.s'~IM~ 4"6 3-cl~ 1'-3:!- 6'-1" 2'-3• l-3 .739 .320 '"' 6.18. 3.14 Ji";;; 3:..a z-H 3-6~ 1-s~ s-1~ 2:.6 .833 .339 7.54 3.52 ·~r!f 3iCHI2'tO;l 4'0':1 1'-8' 7.:.2· 2:..s· . 936 . 359 9.03 3.93 ~ u

3iP 1!-1-;r l~idl · 9'z 5-i ~ 2'-2 . 7 23 . 3 59 5A8 3.50 11159 3'-5:1 2~3i1 z:.r. 1'-o·: 6C2~ 2'4 . 804 . 382 6.75 3.98 ~ g 3-1~ 2-6± 2i6i t=-2'! 5:.9· 2'-62 .894 . 405 8.18 4.49 '"' 'r;-

.. . • 3-Kf:~ • .. !'41 1'-5' 1-:h 2-81 .... 990.428 ZBO 9.75 498 ·t·:r 1-1 J-6 4'-0l ella 5-9 $10] 1'-7-. 7!10 2!:i0l l-4 1.097 . 451 11.50 5.50 1·71 :Q :Q

~3:!. ~fa 44'.!. 1'-!d' ac4- 3'-1" 1.210 . 475 13.52 6.03 ~~ ... ~ 4-~ 3-~ 14'-Jol 2._,,., 8'-11' 3-3· 1.33o .497 1s.6J 6.so ·-!"''-l'll 4'8"' JC6~ s-~ ~3 .. 9'-6 :rs· 1.459 . 521 IB.QI 1.20 re o ~7'3:2'-4~ z:.e' 11" &·§ 2-1 .97 .469 s.64 5.37 178 ~g·~ ~7" ~8'' 1:..1"~ 7:.4' z:.g· 1:0e.: .494 10.38 6.03 4:.o·f z:.s·~ r2 1 '--4" ~~ f Z:lf~ 1. 168 . 523 J2.4o s.1o 4•2'" 3'-d' 3:../f.i 1~6]: a:5l 3'7f 1.276 .548 14.33 7.31

12'' ~9· 4:.5- ~2"~ i-o' 4~2·· 1-'·9" 9~o· 3:.,f 1!s' 1.391 .576 3.so 16.56 7.92 4'-1" 3-5 4;8' J~f.!. 9~6\ 3'6 1.514 .so2 19.02 8.63 ~Kil3'-7'.!. s:.2:r 2.-2' Jd-J' 3:.Si 1.64 .629 21.68 9.40 s.:O'a J'-l(j 5~8";. 2,;..lij 10'-8 3iQ! 1.783 .656 24.64 10.20 5-'3';1: 4..0' &-2' 2-i II~ 4'- I" IQ30 .S83 27.81 10.90 S.:.!l-;4-3' 6-'8 2'-9-11'-9 4:3· 2.0841 .710 31 .. 0611.60 4-2 2:.10 2:..4• If s~cJ :fO' 1.333 .617 13.10 7.84 4:.4;. ~o.!. 2'-1ii' 1-2 1 &~\ 3-2 1.44 -648 1s.20 8.65 4'-7" 3'-j' 3-4'- 1'-4'~ g:.f 3•4' 1.559 .679 17.50 ?.45 4!s-3'5.l. 3'-K)'-1!.14 9-1! 3'-~ 1.683 .709.. 20.f91~20

... s._o· 3:..9 ... 4-4~ 1-9- 1o•.2' 3'1!~ 1.815 .14o 22.81 11.00 1:..( 2-0 5'-2-~ 8-6 4!1~~ 10·9 3-Kh J-6, 1.956 .7 II 5.15 2~1 11.90

5:.5" 4:..1" 5~4·1 2-23 11'-:§ 4'-1" 2.103 .802 29.10 12.80 5'-1'.!.4'-3! ?JO'i 2'-5'~ 11'-10 4'-3' 22SS .833 32.6C 13.70 5-IC:f 4'-6" &4~ 2-1;;. 12!4] 4·5' 2.42< .864 36.30 14.60 6-o! 4-81 &~o~ iioa 12"-1 4'-1'• 2.ss2 .895 40.3( 15.60 6-3· 4:.1r 7.:.4a1 ~·1 13'-6 4'!1i 2.112 .926 44.61 16.60 6'-5 5- r 1~6'l H'l 1-'fa' 5'-0 29sc 951 49.21 11. 10

APPROVED. .•. J.J.t:o..e... .. Z . .'l~--.l.':j.?,.,L_ ....... ..

BRIDGE DIVISION

'<D'~

-Jt -!h 202 rh rh

~0: ~~Nl

I I oo ..,_

200

~~ ,,.. . .., I -J,

2.32 . ., T en en

~J! I I l\lo ..,_

BACK OF ARCH 10 BE . TROWELLED SMOOTH 1-2

CEMENT AND SAND MORTAR BEf'ORE .INITIAL SET

IN CONCRETE.

STANDARD CONCRETE ARCHES CHAMFER ALL EXPOSED EDGES liNCH UNLESS OTHER..,

WISE SHOWN.

"l·l'&"w" ARE COMPUTED FOR I~ 10 I SLOPE:w· MAY. BE

INCREASED BY MAINTAINING THE PROPER SLOPE.

PARAPETS ON 6& 8FOOT SPANS 10 HAVE BUT

ONE PANEL.

SPANS .4-0 TO 12-o·

'if-··...;-fl·---+--·--·-------------------------------·--·----1 MATERIAL REQUIRED

'-lt··--tt--·-f-··----------------------------------------·-"'1 t--··--·------·---+·-------------T---·--··--·---·--·---·--\-·--~If--·-lf'

. 6o.$" ;a- tJbls.Cemenf 111ff1·CuYd5. Closs Xconc. -'Cv. Yds. .5ond.

. ~CuYds.Sfone. ';:

5: S · 8b!s.Cemenf ·~

-v·.,.Yd.s.C!oss{3'toncS~·· !J'' • Gv.Yds.Sond. - !

tMIS Gv. Ycb.5fone.

Z:fb,fS. Cemenl: Yds.Soi?O'. . Yds.5fone.

"

• () ' I

~ '

,.,-ff·---·tl--··+·---------·---·--·-----------------------------.AI··--1+----\-·--··----··--··--·--·---·-------------------------{

PLAN .-:Jtill!lifc-.·. I . I "' ,, ~-~~: -u

z"-'b u,. L" (j l". ors o spaced 8z c.-c.

Gonsfrucfion <loinf. l--------------------------------------------------·------1

• • C> ('I) •• ' I

\Q . !:-...

PART SECTION ON. ~ PART ELEVATION ····

I I

I I .

0 I I

~ I

t:l ""'-

·~ li ti I, I •\:) 't t 0 ~ti

l '1<'1~ ~ ~0() ~ ~ i5 \l

~

4!-(/) o_ ,.., • •J ';" '"" e \br

1:1~ (/)"; h ~0 D

4_ I H

6-0

All concrefe above fhi::;-_/ con.::;/rvcfion joinf fo be C/o.::;s It; exc;t!:j?lfhe wings, ond 5.f?.O_.I7Cire/ wolfs. I#~ fo be closs b "co1?cr.~fel obove roofings. . '---_;:"'---"-~--'---·-'r-1 ... ·= ...

""" - . - ' . ~ r.:!. . . Approved: ____ '.!L~_;;,; ____ ]_'=t&-'1 _______ _

______ S._~.fO-~ _ _Bridge Engineer.

Approved: ____ ~_~(:t!_1 ~~------'-______ :-" ________________ Dep.Sec.ofHighWO!fS

. ond Engineering Executive.

~OW~EALTH oFPfiVNSY{~ .

~ • ""~ DEPARTMENT OF HIGHWAYS

BRIDGE DIVISION

REINFORCED CONCRETE ARCH . SPAN 20FT. CLEAR 16FT.

s" , , SCALE 16=1-0

' :,.·"- /.~···.'

(

. I

CURB DETAIL . :i"' ·;_ BARS

8 STRAIGHT.

"B" BARS ~·~WITH 6' HOOK EACH END TO BE

USED ONLY ON SKEWS OF 60° AND LESS.

ON SKEWED BOXES CUT BARS WHERE NECESSARY AND TIE WITH 'e" BARS.

~'¢BARS 4-o" LONG 4r C.C. '-IN "'

2'-o"x r'-d'

t 11BARS 4'-s"LONG 4-fc.C.

2'-o"x r'-6"

2'-d'x c.'-o"

/

MACE BY' {j.J-I.(j. TRACED BY: M.H.O,

CHECKED BY: H.£K. 1Vt.1 Af

5-ci'x i-o"

3-o"x 3-o"

5-d' x 3'-o'

4-d'x i-o•

5-o"x 4-o"

4-d'x 3-o"

4-o"x 4-o·

( I

I

(

)

s·-o· x 3-ci'

5'-2" LG. 5" C.C.

s'-2" LG. 5"c.c.

'o . .:,

s'-o'x 6-ci' NOTE:

fOR WINGS SEE S-180

QUANTITIES PER LINEAR FOOT OF CULVERT

I< "' ... N > ;;; -' a

2-o"•t~o·

2:o·.,~6'

2:o"•2-o"

~d'•2'-o"

3:0"•3-o"

4-o"x2-o"

*o"x3'-d

" z "' < z .... 0 ~ ~ < ~ .. "' 0 -'"' ~ "' ~ "' "'

., "' tl·i3 "'

., u

., ~ ~

N :l u " < ;;; < z -' ~ u :> z -' 0 u ~ .,_;

)( u 0 u u

"' K "' u

4:.o'K~d .401

5-o·· <!'-d .416

5-o"•3:d .465

.079 9.3 .269 !>-o"•4~6 .515

.090 10.3 .354 s-o··s·o .564

.101 11.5 .437 6-ci•2-6 .532

.192 29.5 .625 6-d'x3-6 .588

,225 .38.0 .843 6~0·4~0 .644

.314 46.6 .841 6'·d'x5·6 .699

.358 58.3 1.11 6'-c:f•s'·d .755

APPROVED •.. ~ •. ~,{~ ....... .

...... e.f..~i;INl::!::R APPROV~~-: .. 2:'e.:::.(9~ .............. ~~~~

" .... z .. 0 -'"' ~a "' ~ t; d z

ii! ~

67.3

80.0

91.0

98.0

105.0

103.0

118.0

129.0

136.0

142.0

ol\~t~L TH or PENNSyt V. ~o~W. - ~494.


z 0 ;:: ~ u 1.l

1.37

1.03

1.34

1.65

1.95

1.23

1.58

1.93

2.28

2.64

STANDARD

REINFORCED CONCRETE BOXES

REVISED s·-25-37 S-333

rrodHX /1'":~ 8

!I z: ~ I Q_

(i! ~jo (j) u. f-

1

( -,

LLJ 1.{) <( d)

tf·ttJ·ZID 'WJH' Pier !'losing.

c.D z: i= 0

~

-~

·t:i LL.J' :r::

' (j)

-a: ci 0 ~ L,_

-m -I (I)

N m -I

(I)

M m -I

~

~ m -I

u.r

LD m -I

(I)

m m

I

UJ

.... en -I

U)

m m -I

U)

28

30

32

, 36

, 38

, 40

, 42

, 45

I ·I en

g N

I

CD

-0 ~ ,. en

N c N

I

CD

M c N

I

CD

~ 0 N

I

CD

UJ a. "i'l til

en 0 M i'

m

0 M'

I en

--'--~------.~~~-----~-------~----~------~----· r- J I .cs;x(i,"d'··

/0p str·enm end on\1:..1 ~. .~ " ., t' h d 1 ::1 •• v.;·•P.nchor.Bolb_j~ _ _IJL_w"h c sk. ea s --------::.- . r--

0

-6-· D--HALF PLAN

~ !:..xpan:;ion. ~

l

A

c

? ~~" c!a5~ite expansiof1 .. _it or eq.ua\.

~ -~ .~;;,.> :· .:..: 1 ~·I t··· ::I ::!

....... ;~- .:~~--- ' ' r.·.· ..

, 1 t I

I I

.----~~:~-----~ -~·~t------~-- ---.

END ELEVATION

Showing 3 or more .Spans

B

\

Expansion -:-op for 24 Ft. and Over.

TYPICAL SECTION

t8~ --,-~~-v~~ ,i'ti . .-.-.--.-.- '- ~~J~ ·~:- ·; ---~-- --.;~~

L{j \ ~· lid ll] MULTII=~q: . SPAN [.XPANSION

DIAGRAM

£.{. t3~-- .. ,_Brid~ f.ngilri'eer

,: ,. ~-.2 / .. ;>-, Approved; .. -~1- _'!!_,_ "; -"- =-~---~"----'--

. ~ '~-~~~~~·r-~~--;Chi~J t 'e:ngipser.,

,. iii Q) ,-()

" ,,.. '

<{ • d) •

HALF PLAN ~·No :..xpansion. ~

.--. -"''--------{. <1:1(\l

I <{j('l

/

-! qr<:~ ; \ ·t o. 1 ·,I

• I -~ Up stream end onlH. r :·. :. Q . ' , ~k o I

---~-~-" --:------------------ ----·- ------------------ -----k----L ~-1:

~ I N I

----- ,J _____ L_- ---------- ___ ., ________ - ------------~--- .. -- ---~J Pier symmetrical about this ct"".

HALF ELEVATION

NOTE Provide Jor expan5ion a5 shown., on 3 ··0\

-:1ore :pans C:F z.q. Jt. or greater, and on single :opans <?f 30 F+. or greater.

For 3 spans oJ <:2 Jt or less use· ::.· ply

tar paper or eq.ual.

for 'C. or more spans where expansi'on i:;,

necessar~, both abutments to have expansion

For details, see Jloor sheets.

B elost:te cx?ons\on joint or e:quct.

::>T..:.:fE HIGt-:WAY DEPARTMENT t:iRIOGE DIVISION.

STANDARD PIERS· SPANS 12 TO 45 rT.

5 ... 211

•

( \

"

•

Top of' propo6ed wall

----------------------- --- --- ---- ---~m~~!!I!1s.~---

Pt-o.Pile. ske+c.h of' pro,:o=ed I"Q.ioininE!, vvall. oct,. b-;.;-,.7n~- - __ .Scale.s;- Ho<-%i•l', Vert~i;·l'. · ----

....

FOr cernent rubble mo::.onry con.struction, odd 6" to +op and botfom. ftlic.l~n~ss of wall and f'ootin,S. . E.xpansaon Jatn+s every 2'/·o= See deta1l on pion. plac.e ~· "terro ;cotta pa'pe. dro'ans every IOlo" as indicated tn wall .sectaon obo"V"e. . Place I'Z." of' broken ~tone at back of' Vllall +nruout entire lensth +o ::.ecu re di'"O;nage. ' Wart above -Tooting ro be clas::." e." conc.n::..te .' (1-zt-s Mi.,) FOo+inss +a be ciCI.ss • C • canc~N. (1-.3-'- M De). Construction joinis be. tween "6 •and "C" conc.re-te onc:rll be. tree f'rom Joiionce and be tn~rouehly bonded with clean bond .stones. No other joint::. rvi II be perm rtted. . Dept'h.of iOo-J:•'n~ may be cl,"'anee~ to ~ui+ Condition& il"l f'1.eld. ~ucn+•+te.& e•ve.n are T'or dlmen&lon& ..shown on plan. Where rock be.ar'•n~ 1s not obrn;noble, fbo+lns dep+h oholl be a~o".

Moter'tal Requ1rnd.

!77 bbl.s cement. G4cu yd.s do~.:;·· 13' conc.re+e.. Z8 cu.yd.s. ;::ond.

Oesi~ned __ by_~B~----- 38ft of' 4" terra coitc p1pe

58 cu yds 6-h:lne..

14o bbb cement. 16 clJ yd~ sand.

3'7 cu yds srone..

Ch~cked ~y G..!Z O..:J::M:it5~ Z9 c:.u. ydt;,. of' broken efone. bac.k f'i I I . ~-l!J!:~ 5'/J.:t/JE_I3ridse, E.nginee.l".

'o t:r ----------....... _ __._

·a ., 1\1

0 _, f()

~I •

Jo'rnt to extend -to bottom o-f' tbaf-ing.

All joint!. -zt.;-o· c.-c..

fill Y'llth -lor po~,. wa.ll coo-h..d ri1th hot a5pho I tum:

Pion of' Ex:~n.sion J"o'tn"t. ::>c.ole,.3f4'= I:

_fl\...'lr,. ... ""' - .. . App~ed, ~--~.5_, _ _1.2_1.8.

------ ~-~-·~--- -- ---eommi.ssloner.

-- -- · · ·ttl .. .d'fj_~ ---First. Dep. Commissioner. --· ~ ... l -"'f- ~-"' (/~<~ . . . --· ................... -r.- .... ------------------------Acl•ns Chtd' E~rnear.

------------------------------- ---------superin-R.ndeor.

"l\~t.M. 1''\i Of" P£HNsn v ..,r;;~"'\. - :fill/.(

s·r41"E:. H1GHWAV. DE.PART.M ~NT1 BUREAU eF TOWNSHIP HIGHWA"i' S

'afiWGE DIY lS&?IIi.

CONCRE.TE RE.TAIN\NQ WALL. HEiqHT 4:..o"TO 8'0:

ON R~O FRoM PT.' MARIAN TO RO.SE.DALE. OUNKARO TWP - <=11\'EENE. CO.

&ole 'as noted on plan.

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Not<Z.- No ==tru .:orion -.~o.nt.:. w'11l be ollow<Zd In t1ultreooe,s, All concr<Zt"' To bet a:!> per ::.tondard :;pctCJf'JcotJO"<> of .otahz. Hi~hway def:>orhncz.nt. No .steel to bcz. lcz.s:. than :!>"from ourlbc.G of canc.r<t-t.L, e:J'c.cz.pt bar:; m wall :;fob:;.

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M<;~Qg,_ .b..y ___ C.£;~-- __ _

h£..c.ls.<Z.O _b)L t:i/:J::Q .1/.:fidB.

FOr hcitsh~ •A· las.sthon tho:;c .shewn, d1m101sh d•~c:z.o6:oru:. 'Band '(:.'' . 4" P.er" fbot of' c:.l'la.,scz. m "A': Oimen:.'•on ·o· to be ~ftz.rmmcr.d by bothc.r for tusht.:; other them cl>own. Haie,n+ ~A.' of' 8 1o"must not be cz.xc~M-dac::l w',thoor meraa:;ins total width of' bo:;e.

.Side E.lavat•'on F'ront E.la.vo+'lon.

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"!..3". I~ !)a/oil ofl bar:. m ba:,e of' bu/fra;:;s_

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DQ.fa;/ of' bar Jn wall .slob.

MATERIAL RE.QUIRED FOR I BUTTRESS ANt> a~o·-.8!0" SECTION OF WALL.

Z.Yz. eu,yd& c.lo~.s A conc.ra.ta (wall &lab only) I cu yet& .sand. i .3%. bbl& oz.ma.nt.

z. cu yds .s'ton~ .

5 1 a pbl:. ccz.ma.n+. 3'/z.CO yd.s sand . 7 cu yd~ ::.ton a.

<0- .,.. 11 ~ I>!.~ It fl II iZ4-~,U'"'barG 'l< a.!.o" tons, .:;aa ..skcz.h:.h

4- ·r., .. .., 4! s· 4- r• " J( I'Z! o·

abovcr..

Appl"oved, ___ _ A.!" .Y.:... _if_ LZ /_C" _____________ _ _____ A~./!£~----------- . r .

~ . . r En~mea.r o Brt<ts<Z.s. Approvcz.d 1 ~...:-=-..1:7:'-_:_?:., __ -------- ___ _

~~:?Cv-~ - - ----7- - - - - - - -- - -- --- - -- AchnS cn~ef' E.ns•n<r4r.

p~NNA . .STAT!!. HIISIHWAY OE.PARTME.NT- BRIDGE. OIVI.SICN.

BUTTRES:;EO RETAINING WALL MOON AND MOPEY'IELL l'bWNSHIP:!> BEAYE~ C.O,

APPLICATION:> "254- and "'Z94-Scolci..ll~_"= I'

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0 0 0

WALLS SUSTAINING ROADWAY WITH 20 TON ROLLER SURCHARGE. CONCRETE CE.M£.NT RUBBLE DR'{ RUB8LE. H T B YD~PERUM FTOI"WA\..L H T B D!J Pf.R UM FT OFYIAL H T B Yo' PLR uN.F'r.oFWALL

CLA:,~ CLA.,. _WP.,.LL .-.rtN 'Y'!I'ALL 'fOa'TINC!r

z'-Ci z~d z!4'o 1~0 0.417 z' " -o z~o· 2'·7" 0.170 0,398 2~0 z~a· z'-'t!J" o.tes 0.417 ~6 2·0 2~16 0.270 o.47Z :S·d' z~o· ,.,·.r o.zsz 0.4.54 ~0 2~3· 3~3" 0 . .305 0,472 4:o 2·0 3~4- 0.3::J(D 0 . .528 4:o· z~ci 3~7" 0.413 0.5(0 4:.0 2~3- 3~!:f 0.444 O • .SZ8 5<5 2-0 ~~lcl' 0.547 o.ss~ 5o" z~o" 4'-1" 0 . .563 0.565 s.o z'-3" 4-?; o.Goz 0,583 GO z-c ~~ 0,70Z 0;,39 &d' z'-o" 4'-7' 0.73Z o.GZI ~0 -z.~a· 4~9' 0.703 O,G-39 7:6 2·0 4-16' 0.887 0.684 7:0 z~o" .5~ I' 0.91"1 0._67'- 7:6 z!a" s:a· 0,97Z 0,(;94 S:o 2-0 S:! 1.084 0.750 a:o z:o· 5~7" I.IZI o.73Z 8:.0 z~a· .s~fi· 1.184 0.750 s.o z-o .S:IO' 1.307 o.sos S:o' Z:.o' 6-1" 1.545 o.787 S:o" z:a· "~a· 1.4(~ 0,805

tO-O 2·0 " 1.541 0.8~1 Jd-0 z:o· '·7" -~_,_S._!:l_£ ()_·~.13 td-0 2~a· ,~'?f ~!'>."-" 0,8(;1 11;0 2-0 ~16 1.800 0.9lb JJ!d ~:o· 7~~~ 1,850 o.SfiS 'i ,:(1 2:a· 7!3' 1.934 0,91"-lz:o 2·0 7;4· Z.o11 o.~IZ 1z:o· z:o· 7!7" 2.1Z9 0.953 12:d 2~ 7::..,· :z. Z'ZI o.97Z l.s!O 2-0 7;1d 2.370 1.027 13~6' z:o s'-1'' 2-427 1.008 lg:o z!a' a~ a· 2.525 1.021 1~6 2·0 g!~ 2.fo7fD 1.082. 14'-ci 2:o· 8'·7'' 2.74() (.0~3 14!0 2:a· 8~'i!J· 2.851. \.082: ISO 2-0 8'10 3,011 1.138 15~cJ z!o s·-r 3,071 J, 12.0 I.S:ci z::.a- s~· 5.194- 1.138. Walls calculotad for 4Cirth 1hot Will :>tand on a IYztol slo ~and vvait~hln p $ JOo"o riH

0 0 0

WAL\..5 SUSTA\NlN6 LEVEL SANKS or EARTH CONCRETE. C~MENT RU5!>LE.. DRY RUBBLE..

·H T B ~NF'TO~'fVAI.L H T 6 ~P£ftUN1='TOFWAU. H T 5 ~~m~~ C &C ' 2'-6 '~"" ,~8" 0.1 17 0 . .342 t-o" z~o· z~i.' 0.154 O.~SI z'-o' Z'·5 2'-S' 0.1 7.3 0380. 3'-d (!0" l~s· 0.181 0.352 3~0" z!d' 2'-~" o.zs~ o.a" 1 :;~o· 2~.3· Z'-1# O.ZC:.4 0.389 4~6 J!b' z~o· O.ZS9 0.380 4:d Z!cf z~s 0,327 0.380 l4:o· Z.~?J z:S' O.SC:.4 0.408

·• s:o· ,~, .. 2~4= 0 . .3..55 0.417 s~d· z!o' z~s· 0.43Z o.4or S':..cf 2.'-?>' z:n· 0.4r8 0.4~" G-o '~" 2~10 0.~80 0.472. f.i.d' z~o :;'-\" 0.5G5i0.4S4 tD:o· '1..~5 S'-4' 0.62. I 0.481 7!o' (!G' :;:4!' 0.627 O.SZB 7!d' z:o· :;~~ 0.71.3 0.500 7~0 2~~· 3'-'if:o778 0.5'2.8 s:o 1:" ~!g" 0.778 0.5_74 s~d· z:d· 4'-0' 0.889 o • .S5'- s:o· 2~3' 4~a"i0.564 0.583 :j.o' (!(i," 4:2>" o.s.ss 0.6Z9 ~d z:o· 4!5' 1.169 0,,03 a:o" 2~3" 4'-s' 1.1 so 0.630 IO:d ,~,· 4~s· 1.157 o.tii84 io!d' 'Z:o· 4:11· J.'Z 81 o0.658 10'·0' z:a· s~-z:· 1.312 O.G.84 11:o· ,~,· s:s" 1.3'7.5 0.740 11~0" 2.~o· S!5' I..SI I 0.713 11~0" 2'·3' s'-"1 1.595 0,737. IZ!o" ,:h' .s:a· 1 . .!551 0.788 IZ.:.d' z:d' .5-10' l.r4o 0,7{.0 IZ~o" '2.'•3' '-'-o", 1.833 0778

... 13~6 ,~, .. ro'-z" 1.844 0.843 J3~o· z:o" ":~ :z.oo3 0.815 la~o· 2~~;' 6'·b~l 0.3 0 833 J4!o" 1:6' ,~~ 2.1 1.50.899 14-~o" z'-d' ~-9" ·2.2 "8 0.8~1 14~0 Z'·~·, ID~Jil2..37S 0.880 IS!d'! I~G 7:z• 2.407 0,953 15!d' z~o· 7!:5' 2.5'-S o.e IE> 1.5~0' z~5 7~5"12.681 0,934

· won:. mlculotad 10r czarth 1nat will eo and en Cl l'lz. to I slope and wa.lghlrtg 100"1 rft~

0 0 0

WALLS SUSTAINING SLOPING BANKS OF EARTH. CONCRETE. CE.ME.NT RUB8\..C. OR'{ RUBBLI:..

H T 8 O.S ~I.R LIN.n.oFWAU.. H T B t<O:.Pf.ttU"' roFW LL H T 6 "'0:."'btUN G'ft V'iALL

C.L CLA c. . ALL.. fOoTING WALL ft0Tt ... 6

z~d z~o· :i-z" 0.154 0.398 z~(f z~d' z~z" 0.154 0.351 2~0" z~:o· z~s· 0.173 o.sso 'b~d z~o" 'Z'-5' OZA5 0.42(. 3~ • -0 'l~o· z!S" 0?.45 0.3SO 3:o• z'-:o" 2~7" oz 69 0 . .398 4~0 2~o· z~s· 0.346 0.453 4~o' z:o z~a· 0.352. 0.417 4~0· 2:?l' 2~11" 0 . .3 8.3 0.43b s~d z:o· .3'-1" 0.470 o . .soo !5-d z~o· ~~z.· 0.477 0.4'-3 .s:o· z.:3· s~a: o.s 18 0.481 (j,'-d' z!o" -c'-7' O.GZ.O o.sss '"-d z!o" :3!6 0,629 0.!518 fii·ti z~~- 3!10' o.~7t<. 0.537 7!d' z~o· 4"z" 0.800 0.62 0 7!d z:o 4!~· 0.811 0.58.3 7~0 "Z~~- 4'-s' 0.8&3 O.(.oZ. g!(j 2~0 4~~- 1.000 0.&85 s~d z:d' 4!1(" 1.024 o.65e 8~d z:-g s:l'' J.oSZ 0,(,7{, ~~0 z~o· 5!4,: 1.220 0.750 g:cr 2!o 5!6" 1.248 0,7Z3 9~0 2~?>· s!8" 1.3Zo 0.740

1o:o z!o' r#·d' 1.482 0.824 1o:o: z:o ~z· 1.511 0,796 10~6 z:t ,.;.4' 1,589 0.815 11'-o· z:o· t,;-s· I. 7{>~ (),900 u:O" ~ G;~lo' 1.800 0.871 ll~d' "Z~?>· 7!d' 1.881 0.888 17.:d' z~o 7!3" 2.055 o.S(oa 1z:o 2:6 7!fi," Z,l 0" 0.944 1z:.c~· z:~" 7!/ Z.l84 0,953 13~d' z:o· 7!16 2.370 1.027 13~d' z~o· g!J' :Z.4Z7 J.ooe 13'-o' Z~?>" s~z· Z.5o~ ,1:018 14·6 z~o· g!5' Z.700 (.09Z 14'·11 z~o· S!9" Z.785 1.082 14~o· :z'·'! S!IO" 2.870 \,0.91 IS~d' z!o· 9~o· 3,055 1.1.57 IS~d' z:o· '!!J~S"

3,1 "" I.I.SS IS!O" t-tr 9!(ol' 3.Z"'2. 1.1 E.7 Woll:r. colculottzd 1'or =rth tha Will ::>land on o 111.tit>l slopz: ond W<ZI~h•n~ Joo"par f!-~

..SPECIFICATIONS FOR CONCRE.TE WALLS. . All walls to have 1yp'1cal cross sru:tion .shown in' ad

joining ~Ka.tch. The main or wall porhon shali be constructad of class

"B"(I-ZI'z·S~ix~ concrcz.tll.. Thcz footing shall ~~ con.struct<l.d of class c (1-$·'- ml~) concren.. Tha. jOint ba.tw~a.n thczscz. port:. ..snail be fi"aa. ftom laitanccz. and thoroup,hly bonded V'flth kay.5 or clean bond srona..s. 1h1Z. ..shouldaron bo$ of'tOcrnng .shall bet bond<!d m tha. ~ma. monnczr. .

·"""':::-... ~ '.;!;.·!>; t-ole Expc:msionjoinbof'orprq't'a:d dcz.s1gn .c:;holl be ~ :~:~;.";-~!/!·.~¥? lJ .;· , JlOCad tt.very zs to 50f'f:

,. ~".·:<>· ·:· . .:.·;:_.~· ~ IE>ol-lns shoJI be~!o·dcza:p;el(ca.ptwpa.n wolli:.on rtlck., .·:<;)· ... :·.' • •·.::~:- 2 Wall to bcz.-\hornu~hly pmta.cta.d from watar. ~::>:. · ... ~~~- •• : .. · E'iackfll11ng -to b~t ploca.cl in an opprova.d mann~£r:

0 0 0 r ! ~----------------------------------------------------~--~-.

..SPE.Clf'ICAT\ONS fOR RUBBLE. MASONRY WALLS. All walls io hava. 1ypical cro~s ov.ction shown in

odjoming .skdch. Ma:;onry coursa.s .snal( ba. pcz.rp~nd1culaT' -lo "face

bathz.r in wall and footins, anc:f shall be 1o'1d 1n

5Ud1 manner that no cour~cz. will bcz continuous thn>us!'l thlcknct5.5 of'wol~ ..

Riot1119 .:;hall beL _;!o 'intnllflum depth a..,;ccz.pt when wall s"tand.s on rock.

fOccz;s of' all walls :;noll b<Z po'mtiZCI.

H~~[J~~irl~P'""'e Whczn n~rg p:otact Wc;:JII from water w1th ::!1 wcza.p holczs and blind dn:un.s, ~ l.bck fiil ins :;hall be done w'1th acccz:ptobi<Z.

-"'"'~-;=;~---,::-"!"':l-l·5i\.· moia.rial plocczd tn loycz:r.:!l (O·ttllck and -- . · ihomushly rorrrmed.

(Rzrpandrculor 1o 1l:lce ba11czr ofwoll.

Pf.NNSYLVANIA .STATE HIGHWAY OE.PARTMtNT.

RET A\ N\ N6 WALLS -OF--

COWCRE.TE., CE.ME.NT RUBBLE.1 AND DRY RUBBLE.

HEI9HTS. 2. FT. TO IS FT.

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i l ! I I : I [ l : I I _,_: t l

5Tf'I'S

SECTS• AA

M"])E. By~ DNL &.. W.!).tt: CHEC.V..C.'D BY! W.G.H &< 9ahl.

IM~IAt.'n!ACIHGCLOTM UIODII:DI~DIICO.,INC.,M.'I'.

I

I B"'"Z.~oo

"' ' .,

EL. 953.5 /" E~. 953.o

I E.LI::.VIl\TION

"' f.

SEC.T :THRu END PosTs

t6·-s-

1 ·-q"

J<l

I I Fo~.G~.L-________________ _

~ MAC.ADf\M .

'"l

~ OPEN .:To\N"T To "'BE

FU .. LEil 'WITH 'It:' ELA&TITE. OR E.OUAl..

\Ni::E:P Ho\..e:~ 10'-0" c.c.

ExP. JOINT DETAIL'=>.

MATERIAL REQUIRED G.s Cv. Yo5. "A" CoNC:R.ETE

to4. BBL.~. CEMENT

" Cu.Vos 5AND

6 G\1. YDfJ. OTONE.

16'1 Cw Y:o::. "B' CoNtRE.TE

2.11 BeL&. C.e.Me.H.T

80~ Cu. Yt>~. 5AN1:>,

160~ CU. Yo&. ~TONE:

1153 LB&. REINF. BI='R.e..

TABLE o.- 6ARS.

MARK No ~IOU\. BEND1Nc:Ea DIAGRAM.

(". 5'-G" ~ "a." II& . 'WI.--""<.

"b" 2.<t ~ ... 2.3'-0~ ·c· 12. (;.2.1'·0"

SECTION ll

APPROVED_ !:..."L~ .!.l_l'P'Y __ g.Q~

"d" 2.1 ~···6'-o· I !i'-rf ~ DEPARTMENT OF HIGHWAYS BRIDGE DIVISION.

IF f\ ROC.K OR; Gooo HRRD-PA,.. BOT'TOM

b FoUND T\-IE. Toe BEVDN.D THe. c;•

LE.OE.& A~ We:t..L. A!. THE Re.IN~C~(.IN~

\rt BoTTOM Op FbUMbA"TtON MAv BE

0MtTTED.

SCHUYLKILL CO- RT 161 RETAINING WALLS

FO~

ASHLAND BORO SCAL.ES• .I;- r-~·. 1'·0"

w ro

gagordon

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