Sound Wall Design - · PDF fileBRIDGE DESIGN AIDS OCTOBER 1990 Sound Wall Design A. General Requirements Building specifications, rather than bridge specifications, are more applicable

BRIDGE DESIGN AIDS OCTOBER 1990

Sound Wall Design

A General Requirements

Building specifications rather than bridge specifications are more applicable for designing sound walls mounted on the ground Many of the requirements in this criteria are taken from the 1979 edition of the Uniform Building Code (UBC)

B Wind Loads

The wind loads given in Memo to Designers 22-I satisfy UBC wind requirements for structures located less than 30 feet above the average level ofthe adjoining ground Sound walls are generally no higher than 14 feet and usually placed less than 30 feet above the average level of the adjoining ground

Sound walls on bridges and retaining walls are subject to a higher risk ofendangering lives if fai lure were to occur thus the 20 psf and 30 psf wind loads specified in Memo to Designers 22-1 are recommended for designing these walls The 30 psf is approximately equal to a wind pressure created by an 80 mph wind

C Seismic Loads

The seismic load of 03 dead load also meets UBC seismic requirements for masonry or concrete fences over six feet in height Because the seismic response characteristics of sound wall may be adversely affected by the bridge supporting it a seismic load of 10 dead load is specified for designing sound walls on bridges For the same reason a seismic load of 32 dead load on bridges and 20 dead load on retaining walls is to be used for designing connections ofprefabricated sound walls In addition to their primary function as noise attenuators sound wall barriers are frequently used as earth retaining structures on embankments During an earthquake seismic loads are generated both bythe massof the wall and by the massofthe fill being retained Since the probability is slight that the seismic load of these two masses would ever be acting in phase the loads should be combined and then assigned a lower load factor

D Piling

The following information on Sheet Piling Design can be applied to many design problems (ie sound walls retaining walls etc)

There arc computer programs in existence with formats that follow this criteria Be sure to understand the program before using it A listing of programs may be obtained from the Sound Wall Specialist

16middot1


l Lateral Soil Pressure by the Sheet Piling Procedure

This method is taken from the USS Steel Sheet Piling Design Manual and may be used for determining the allowable ultimate lateral soil pressures that are required in the design ofshort rigid pile or continuous trench footing supports located in level or sloping ground Note that the effect of the berm on the soil pressures for the sloping ground cannot be included with the sheet piling analysis

Where cp = angle of shearing resistance y = unit weight of soil ~ = slope angle o = wall friction angle PP =passive soil pressure P =active soil pressure R = reduction factor for Ilt Q =allowable net horizontal ultimate lateral soil pressure

a) Procedure

(1) Obtain cp andy values from the Foundation Report

(2) Forcohesionless fills the Ill angle must be greater than the slope angle ~ Generally the fills are designed for a factor of safety (FS) of 125 where FS =tan $tan ~middot

For determining the passive and active pressures on cohesive fills the tan cp may be assumed to be equal to 125 tan ~ and C = 0 where C is the unit cohesive strength of the soil Note that a more rigorous analysis may be used to include C with the actual f angle for determining the passive and active pressures There is however no known information available on this type of analysis when slopes and berms are involved

(3) For concrete piles omay be assumed to equal cp

(4) Determine the active and passive pressures of the slope andor of the level ground using the chart on Figure l Note that if the wall friction angle is used the Porce is not acting horizontally and must be considered in the stability analysis Note also that the net soil pressures acting on the embedded pile are equal to the passive pressure on one side less the active pressure from the opposing side

b) Example Soil Pressure by the Sheet Piling Procedure

This example illustrates the procedure fordetemlining the allowable ultimate lateral soil pressures for sloping ground on one side ofa pile and level ground on the opposite side

16middot2


Given cp=35deg)= 120PCF P =-2657deg (21 slope)

Calculate

jcp (slope side) = - 265735 = -0759 PI$ (level side) = 00 () =-h$ = - (35) =-2333deg cosltgt = 0918 8cp = -233335 = -0667

Check slope stability

FS=tancptanl = 14 gt 125 - 0K

From chan on Figure I

R=0808 ~(slope) = 23 K (slope) = 022 ~(level) = 101 K (level) = 027

Find Passive Pressure

P=Rx~xy P(slope)=0808x 23x 120=223psfft P bull (level) = 0808 x I 01 x 120 = 979 psfft

Find Active Pressure

P=K X)

P (slope) = 022 x 120 = 26 psfft P (level) = 027 x 120 = 32 psfft

Apply Horizontal Correction

P~ (slope) = 223 x 0918 = 205 psfft Pu (level) = 979 x 0918 = 899 psfft P-(slope)= 26x0918 = 24psfft P_ (level) = 32 x 0918 = 29 psfft

Determine AUowable Net Horizontal Ultimate Lateral Soil Pressure

Q=P p

pbull

Q (slope) = 205 - 29 = 176 psfft Q (level) = 899 - 24 =875 psffl

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PIcent bull - 4

PIcent bull - 8

PIcent bull - 9

w a gt

~ a w gt t lt u 0 z w Q u u w

8 0

Figure 1 Active and passive coefficients with wall friction (sloping backfill) (after Caquot and Kerise l)

16-4


2 Trench Footing or Pile Embedment by Sheet Pile Analysis

Thefollowing procedure may be used in determining the embedment depths oftrench footings or pile supports that are located in level ground The level ground condition was defined previously and is shown on Figure 4 of Memo to Designers 22-l This procedure is based on the USS Steel Sheet Pile Design analysis The trench footing embedment example assumes a 1-0 section taken along the length of the trench In determining pile embedments include the pile diameter and the appropriate ISOLATION factor in the calculations Isolation factor is the increase factor used to account for effective passive pressure 15 for cohesionless soils and 10 for cohesive soils See Memo to Designers 22-1

Where F = applied ultimate lateral load in pounds h =distance in feet from supporting material to point ofapplication ofP Disregard

upper 6 inches of supporting material Q = allowable net horizontal ultimate lateral soil pressure in psfft d = required depth of embedment in feet

F

h Ground Line

Top ot pile or 6 trench footing

a d

z

l ad l adJ LF11 = 0 = (2Qd x ~ x Z) - (1h x Qd2) + F Z = d2- FQd LM = 0 = (2Qd X ~ X Z X 11 X Z) - (~ X Qd2 X 11 X d) + F(h + d)

16-5


Substituting Z = d2 - FQd

EM =0= Qd(d2-FQd)2 Qdl +F(h+d) 3 6

=Qd _ 2Fd _1_ _Fh 12 3 3Qd

a) Example Embedment of Trench Footing

Given F = 1861bs (Includes Load Factors) h = 525 Q = 544 psfft of depth (Includes Strength Reduction Factors)

Tryd =400

EM =O 544x4003 2x 186 x400 1862 -186x525

12 3 3x544x400 = 2901 - 496- 5 - 977 =+1423 ft-lbsft NG

Tryd = 317

EM =O= 544x3173 2xl86x317 1862 -186x525

12 3 3x544x317 = 1444- 393 - 7 - 977 =+67 ft-lbsft- Close enough to zero

Used = 3-2

The maximum moment in the trench footing can be assumed to occur at 025d thus the Maximum Moment= F(h + 025d)

M = 186 X (525 + 025 X 317) = 1124 ft-Jbsft

3 Pile Embedment by a simplified approximate method

The embedment depth of shon rigid pile supports that are located in level ground may be determined by the following approximate method This method for determining the depth of

bullNote that the Isolationmiddot factors for trench footing arc I0

16-6


pileembedment is a variation ofUBC Section 2907 (f) It should not be applied to piles with embedment depths greater than 12 feet A computer program titled UBCS is available to solve this formula

f436h)Formula d = 2A x ( 1+~1+--p-

234FWhere A =

Qlb

QF = applied ultimate lateral force in pounds

1 = allowable ultimate lateral soil pressure (psf) at a depth of one-third the depth

of embedment

d Ql=3

b = width or diameter of pile in feet h =distance in feet from supporting material to point of application of F

Disregard upper 6 of supporting material d = depth of embedment of pile in feet Q = allowable net horizontal ultimate lateral soil pressure in psfft


Given F = 1170 lbs (Includes Load Factors) h = 300 Q= 816 psfft of depth (Includes Strength Reduction Factors) b = 12

Try d=300

3Q1 = 816 x 3 = 816 psf

A = 234 x 1170 = 33612816 X

12

3 36 4 36 3d -- --x (1 + 1+ middot X - - middot )- 5 40 3 00 assumed

2 336

16-7


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12

- 237 I+ 436x3)d --X(I + =421 - close enough to d = 425 assumed 2 237

Used = 4-3

The maximum moment in the trench fooring can be assumed to occur at 25d thus the Maximum Moment = F(h +025d)

M =1170 X (300 + 025 X 425) =4753 ft-lbsft

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Interaction Diagrams

The following interaction diagrams may be used for determining the longitudinal pile reinforcement Note that there are two sets of diagrams Each set is based on a different ultimate concrete strength The capacity of most piles should be based on f =2700 psi which is the ultimate value for concrete containing five sacks ofcement per cubic yard Piles that support the concrete safety shaped barrier must however be based on ( = 3250 psi

16-9

0


Interaction Diagrammiddot 13 Pile middot fc =2700 psi

N

I I I 13 PILE

FC = 27DO PSI FY = 60000 PSI cno l-7 f7QCD-- I

- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~

~ ao -Ol X a ~ a z-E 00 ZIO

0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60

NOMINAL MOMENT MODIFIED BY PHI - KIP FT

16-12


Interaction Diagram bull 14 Pile bull f ~ =2700 psi

0

J 1

14 PILE FC 2700 PSI FY = 60000 PSI

--

= 76 bull711)0 a agt bull6-

6 6 _

-o 7s-r

6 bulls- 1_In alshy

e

co 0 zshy0 a 0 _ _ aoOl a J a z z oo 1 IZID

Vjj J0

~

[ ~~0

0 10 20 30 ~ 0 50 60 70 NOMINAL MOMENT MOOIFIEO BY PHI - KIP FT

16-13


Interaction Diagram bull 15 Pile bull f~ =2700 psi

0 CD N

lSDIAMETER PILE FC =2700 PSI FY =60000 PSI

ltno t-78abull

--c-

11

7 bull7-J ao 6 bull 7--t gt-0 7 6--t ~ CDN

6 bull 6-41 0 - 7 5 -1

_t

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loaN-xshya 1 a z-X 00 ZCD

)) I0

t ~ j ~

~ 0

0 20 40 60 80 100 120 NOMINAL MOMENT MOOIFIED BY PHI - KIP FT

16-14


Interaction Diagram bull16 Pile bull f~ =2700 psi

0 coC1

16 DIAMETER PILE i FC = 2700 PSI FY 60000 PSI

(J)O 7 bull7v 1~78a OF

-

-C1

X

t6 7

I 6 6_ 7 bull6 mao

_o co -7 bulls shy0 loJ-11-oo 0lt0 ~-

0 a 0 ~

JoaC1-xshya

J a z

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v J0

0

1 ~

1~1I

0 20 40 6o eo 100 120 NOMINAL HOHENT HOOIFIEO BY PHI - KIP FT

16-15

0


N

0 CD C1

VJO Cl -N

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0 LIJ-11-co 010 1 shy

0 a 0 J

Jo ~N xshya J a z-z oo ZCD

0

Interaction Diagrammiddot 17 Pile bull 10 =2700 psi

II I

17 DIAMETER PILE FC = 2700 PSI FY = 60000 PS I

r t

1 bulla

7 bull middot7 +

6 bull 7 shy7 bull6--t ~

l 6 o~~6

1 +

~II1

I I IJ II

4 J ~

0 20 40 60 80 100 120 NOMINAL MOMENT MOOIFIEO BY PHI - KIP FT

16middot16

0


Interaction Diagram bull 18 Pile bull f0 =2700 psi

0

() I I I 18n DIAMETER PILE

1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N

middotmiddot~ en o s bulls ~Qshy-N

7

I 1

ao _oa 0 _ co oco z shy0 c 0 _J

lo= I

c oo ) I IZltD

IVI_ L0 1 1

0

0 20 ~ 0 60 80 100 120 140 NOMINAL MOMENT MOOIFIEO BY PHI - KIP FT

16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7

0 w 6 5--11-shy-o o ON ~-+--------+--------+-----~~+4r+~4-~-------+--------+ 0 a 0_ J ao ~~+--------4--------+-------~~~~~+4~-----+--------+a Ja z-z oo I z~+-------~-------4----~~~~+-+-H-~-----+--------+

~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60

NOMINAL MOMENT MODIFIED BY PHI - KI P FT

16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J

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0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0


Interaction Diagram bull 14 Pile bull f ~ = 3250 psi

(I)

N+--------+--------r--------r--------+--------r--------+ 14 DIAMETER PILE

FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0

~Nt-------r--~6~~==~rrl--1----1-------t-------tG ~ 7 bulls _-+--co Oto ~-+--------t--------~~~~rHr--+----~------~-------4 ca 0 J

10aN-x-+--------+--------~--~~~---t---~------~-------4a Ja z-~ 00 ZCDt--------t--------~-hrf-r~~--_--~------~-------4~

0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+

0 20 40 so eo 100 120 NOMINAL MOMENT MODIFIED BY PHI - KIP FT

16middot20

0

BRIDGE DESIGN AIDS

Interaction Diagrammiddot 15 Pile bull f~ =3250 psi

N m I I

lSDIRMETER PILE FC = 3250 PSI FY 60000 PSI

OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

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bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1

0 20 40 60 80 100 120 NOMINAL MOMENT MODIFIED BY PHI - KIP FT

16-21



I

16 DIAMETER PILE FC 3250 PSI FY = 60000 PSI

0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J

-1 ao gt-0mN 0 LU--co OlD xshy0 a 0 J

Jo IaN-xshya J

jj I I a z-z oo ZIXI

J ~II I 0

~

IJ0

0 20 40 60 80 100 NOMINAL MOM ENT MODIFIED BY PHI - KIP FT

16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N

0 cc 0 - -o x shycc J cc z gt=o 0 0 z shy

0 IJ)

0

0



I I 17 DI AM ET ER PILE

= 3250 PSI FY = GOOCO PSI 7 _a

7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120

NOM INAL MOM ENT MOOI FIEO BY PHI - KI P FT

16middot23

140



0 0

I

18 DIAMETER P ILE FC = 3250 PSI FY = 60000 PSI

0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~

6 bulls shy z -o _on co 0 oo oo CN

Q a 0 J

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Ia J a z Co oo ~ Jz shy

v v0

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0 20 bullo so eo too 120 140 NOM IN AL HOHE NT MOOIF IEO BY PHI - KIP FT

16-24


Sound Wall - Standard Aesthetic Features

Masonry Block Instructions and Information

Purpose

To establish Standard Aesthetic Features within an economical structural framework

Requirements

Bridge Standard Detail sheets are available from the Office ofStructure Design under the general title Sound Wall - Standard Aesthetic Features with the following subtitle

Masonry Block - Aesthetic Details No I XS 3-850

A The aesthetic features designer should produce an equal scale elevation drawing describing aesthetic features such as e nd of wall steps pancm color and texture These features should be transferred to the Standard Aesthetic Features sheets The Resident Engineer will forward the contractors equal scale elevation drawing to the aesthetic features designer for approval

B The standard sound wall details have been designed to include the effects of the standard aesthetic features

I Revised or modified standard aesthetic features must be checked for structural integrity 2 Sound walls designed in the District without aesthetic review either in-house or from other

sources are tobesubmitted to the OfficeofStructureDesigo forreview priorto finalizing plans

C There are no major problems laying block on the grades and vertical curves that are used along freeway sections and along the typical on and off ramps Experience indicates the appearance of vertical joints between blocks expansion joints and ends ofwalls will be satisfactory for grades up to 6 percent

D The basic masonry block is 7W wide (thick) x 7W high x 15W long Slumpstone masonry block is SW high Blocks 11wide (thick) can beused to form a capon topof the wall orto form a relief in the areas shown on the structural drawings

E The special provisions will specify that the colors be selected from the manufacturers standard and may require the contractor to furnish san1ples of the block he proposes to use The Engineers will approve the color before the contractor orders block for the project The standard color will be gray

16-25


F Block textures should be selected from those that arecommercially available The smooth orplain face block will be the standard Fluted or scored block must be detailed on the plans The number and the dimensions of the scores or flutes should be shown on a drawing Tolerances in the dimensions and an optional number of flutes or scores should be allowed The 12 wide projecting block with the cell climensions of the 8 wide block will not be cost effective when compared with other type of blocks

G The details and climensions ofsculptural patterns must be shown See Masonry Block on Barrier Details No 2 Alternative 6 Detail U for limits and dimensions The typical section is shown on Sound Wall - Masonry Block Miscellaneous Details sheet

H Vertical delineation lines should be located at the expansion joints which are spaced at 80-0 maximum

I Since changes can be madeon the standard details from time to time it is important to always order new copies from the original tracings Making copies from a film already on hand has resulted in project plans going to contract with outdated details Duplicate vellums of the original standard details for use by Office ofStructure Design and District Project Development may beordered from theFloorClerks telephone 916-324-0553 (A TSS 8-454-0553) or telephone 916-327-2004 (A TSS 8-467-2004) Duplicate reproducibles for use by private consultants can be obtained from the Technical Publication Section telephone 324-7439 (ATSS 454-7439) There is a charge to the consultants unless the request is made for them through the Externally Financed Branch for jobs being constructed on the State Highway System

J Additional information may be obtained from the Aesthetic and Models Section 916-445-2138 (ATSS 8-485-2138)

16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

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~ I3 sect ltn ~ J J bull ltl 3 bull

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~

16middot27



Precast Concrete Panels with Posts Instructions and Information

Purpose


The wide variety of design possibilities inherent in precast concrete must be limited to allow reuse of casting facilities with minimal change to the facility

Requirements

Standard aesthetic features applications are limited for the present to precast ground supponed panels with posts Bridge Standard Detail Sheets are available from the Office of Structure Design under the general title Sound Wall - Standard Aesthetic Features with the following subtitles

Precast Concrete Panels Post Both Sides- Aesthetic Details No I XS 3-7713 Precast Concrete Panels Post One Side- Aesthetic Details No2 XS 3-7714

A The basic structural panel is four inches thick The panel has been structurally designed to suppon a thickness offive inches The basic four inch thick panel is a core to which textured material may be added One inch of material may be added to one side only or divided to provide treatment to both sides The coral panethickness must not exceed jive inches

B Panels may be designed with posts visible on one side only oron both sides Posts visible on both sides will project approximately four inches on each side of the panel Posts visible on one side will project approximately eight inches

C The Precast Panels with Posts system can negotiate a 2 percent grade without resorting to steps however the post will not be plumb

Panels can be formed in trapezoidal shapes to negotiate up to 6 percent grades The panels are formed horizontally on a steel table with a dropped edge to form the post

This means it is easy to form tapers to follow the ground however the available panel height will decrease if the bonom at ground line and top of wall are to be parallel and the standard facility is used for casting

D Painting is the only practical method of obtaining color Color change lines should be delineated with a groove

16middot28


E Casting the panels on a steel form allows a very smooth precise down side or cast side on the panel Grooves are formed on this down side by the use of strips of wood or plastic stuck to the steel form with silicone This is an inexpensive process

Form liners can be fastened to the entire steel form or to ponions of it Grooves should be used to separate textures Strips of form liners up to four feet wide are relatively inexpensive however a standard form liner pattern should be used

Aggregate can be placed on the steel form and the panel poured integrally A very good exposed aggregate texture will be produced asproposed to a not sogood exposed aggregate texture produced by a form liner

Form liner placed over the entire steel form is an expensive texture and should be limited to standard textures to produce the maximum number of re-uses making the cost per single casting less significant

F The top or up side of the horizontally cast panel must be considered a hand finished surface Therefore any normal concrete finishes such as steel trowel wood float or broomed fmish are the least expensive

For a little additional expense grooves can be tooled into the finished surface orpatterns stamped into the surface This stamping is limited to about depth

Textures can be obtained in this top side which are vinually indistinguishable from those produced on the bottom or cast side utilizing the standard textures

The top surface can be washed to create exposed aggregate inexpensively or seeded with the same aggregate used to pour the panel integrally against the cast side

G Cast textures produced on the down side of the panel shall be limited to the following until demand for additional textures justifies producing additional standards

1 Form liner textures a Slumpstone b Vertical groove

2 Insets produced by strips or blockouts 3 Exposed aggregate produced by placing concrete against selected aggregate re~ulting in an

integral aggregate panel

16middot29


H Textures on the top side or hand finished side of the panel shall be limited to standard concrete finishes such as

I Steel trowel 2 Wood float 3 Broom 4 Washed exposed aggregate 5 Exposed aggregate (seeded)

I Architectural features on the top or hand finished side can resemble cast features on the down side by using

l Stamps 2 Tools to form lines or grooves

J Since changes can be madeon the standard details from time to time it is importantto always order new copies from the original tracings Making copies from a film already on hand has resolted in project plans going to contract with outdated details Duplicate vellums of the original standard details for use by Office ofStructure Design and District Project Development may beordered from the Floor Clerks telephone 916-324-0553 (ATSS 8-454-0553) or telephone 916-327-2004 (ATSS 8-467-2004) Duplicate reproducibles for use by private consultants can be obtained from the Technical Publication Section telephone 324-7439 (ATSS 454-7439) There is a charge to the consultants unless the request is made for them through the Externally Financed Branch for jobs being constructed on the State Highway System

K Additional information may be obtained from the Aesthetic and Models Section 916-445-2138 (ATSS 8-485-2138)

16-30

rbullEND TYPE

TEXTURE TYPICAL PANEL

SEC~ CST SJD( WCRKED SIDE

bill ~~DDTROOUpound0PUJN~ IT

nampFnc susu ~ 0gt w

~ 1UtTICAIGAOCM ~

uu ELEVATION TRANSITION TYPE

8 HOfUZ()ltTAI GAOCMS ) HCIOZ()ltTAI ltfQCMS -~ ~

~v

~I I El

1 SOltC WAll-STMOARO AESnpoundllC FEATlflES

f ANllAAO DRAWING TS SHUT IS fOR WcRtIUJON CMY OJYIIIOW Of lrMICfCI PRECAST CONCRETE PMELS-fOST 01pound SDE

11- 00 NOT USpound WITH COHTIWT IUHS OETAIS 1laquogt 2


Sound Wall- Standard Aesthetic Features

Cast-In-Place Concrete Instructions and Information

Purpose


Requirements

Bridge Standard Detail Sheets are available from the Office ofStrucrure Design under the general title Sound Wall - Standard Aesthetic Features with the following subtitles

CastmiddotlnmiddotPlace Concrete-Aesthetic Details No I XS 3-7715

A The aesthetic fearures designer should produce an equal scale elevation drawing describing aesthetic features such as end of wall steps pattern color and texture These features should be transferred to the Standard Aesthetic Features sheets The Resident Engineer will forward the contractors equal scale elevation drawing to the aesthetic features designer for approval

B The standard sound wall details have been designed to include the effects of the standard aesthetic fearures

I Revised or modified standard aesthetic features must be checked for strucrural integrity 2 Sound walls designed in the District without aesthetic review either in-house or from other

sources are to besubmitted to the OfficeofStrucrureDesign for review priorto finalizing plans

B Standard finish will be natural color class A concrete Textured area may be stained to provide greater contrast

D Textures should be selected from commercially available sources

E Venical delineation lines should be located at the expansion joints which are spaced at 80middot0 maximum (as shown on the engineering drawings)

F Since changes ean be madeon the standard details from rime to time it is imponant to always order new copies from the original tracings Making copies from a film already on hand has resulted in project plans going to contract with outdated details Duplicate vellums of the original standard details for use by Office ofStructure Design and District Project Development may be ordered from the Floor Clerks telephone 916-324-0553 (ATSS 8-454-0553) or telephone 916-327-2004 (ATSS 8-467-2004) Duplicate reproduciblcs for use by private consultants can be obtained from

16middot32


the Technical Publication Section telephone 324-7439 (ATSS 454-7439) There is a charge to the consultants unless the request is made for them through the Externally Financed Branch for jobs being constructed on the State Highway System

G Additional information may be obtained from the Aesthetic and Models Section 916-445-2138 (ATSS 8-485-2138)

16-33


middot middotmiddotmiddot~middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddotmiddotmiddotmiddotmiddot-middot middotmiddot-middot middot

bullbull -- - - - bullbullbull bull bull bull bullbullbullbull bull - --- bull bull bull bull bull bull bull bull bull bull bull bull bull bull bull bull bull bull bull bull - bull bull bull bullbullbull 0 bullbull bull - - bull bull bull bull bull bullbull bull - bull bull bull bullbullbullbullbullbull -- - - -- bull bull bullbull bullbullbull - --bullbullbullbull - bullbullbullbull

16-34



Composite Plaster Panel Sound Wall Instructions and Information

Purpose


Requirements

Bridge Standard Detail Sheets are available from the Office ofStructure Design under the general title Sound Wall- Standard Aesthetic Features with the following subtitle

Composite Plaster Panel- Aesthetic Details No 1 XS 3-865

A Theaesthetic features designer should produce an equal scale elevation drawing describing aesthetic features such as end of wall steps pattern color and texture These features should be transferred to the Standard Aesthetic Features sheets The Resident Engineer will forward the contractors equal scale elevation drawing to the aesthetic features designer for approval


1 Revised or modified standard aesthetic features must be checked for structural integrity 2 Sound walls designed in the District without aesthetic review either in-house or from other

sources are to besubmitted to the OfficeofStructure Design for review prior to fmalizing plans

C The special provisions will specify that the colors be selected from the manufacturers Integral Plaster Finish Coat Standards and may require the contractor to furnish samples ofcolor hepurposes to use The Engineer will approve the color The standard color will be tan

D Textures should be selected from those shown on Composite Plaster Panel - Aesthetic Details No 1 The dimensions of the scores or pattern should be shown on a drawing

E Vertical delineation lines should be located at the expansion joints which are spaced at 80-0 maximum (as shown on the engineering drawings)

F Since changes can be made on the standard details from time to time it is important to always order new copies from the original tracings Making copies from a fllm already on hand has resulted in project plans going to contract with outdated details Duplicate vellums of the original standard details for use by Office ofStructure Design and District Project Development may beordered from

16middot35


the Floor Clerks telephone 916-324-0553 (ATSS 8-454-0553) or telephone 916-327-2004 (ATSS 8-467 -2004) Duplicate reproducibles for use by private consultants can be obtained from the Technical Publication Section telephone 324-7439 (ATSS 454-7439) There is a charge to the consultants unless the request is made for them through the Externally Financed Branch for jobs being constructed on the State Highway System


16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37


l Lateral Soil Pressure by the Sheet Piling Procedure

This method is taken from the USS Steel Sheet Piling Design Manual and may be used for determining the allowable ultimate lateral soil pressures that are required in the design ofshort rigid pile or continuous trench footing supports located in level or sloping ground Note that the effect of the berm on the soil pressures for the sloping ground cannot be included with the sheet piling analysis

Where cp = angle of shearing resistance y = unit weight of soil ~ = slope angle o = wall friction angle PP =passive soil pressure P =active soil pressure R = reduction factor for Ilt Q =allowable net horizontal ultimate lateral soil pressure

a) Procedure

(1) Obtain cp andy values from the Foundation Report

(2) Forcohesionless fills the Ill angle must be greater than the slope angle ~ Generally the fills are designed for a factor of safety (FS) of 125 where FS =tan $tan ~middot

For determining the passive and active pressures on cohesive fills the tan cp may be assumed to be equal to 125 tan ~ and C = 0 where C is the unit cohesive strength of the soil Note that a more rigorous analysis may be used to include C with the actual f angle for determining the passive and active pressures There is however no known information available on this type of analysis when slopes and berms are involved

(3) For concrete piles omay be assumed to equal cp

(4) Determine the active and passive pressures of the slope andor of the level ground using the chart on Figure l Note that if the wall friction angle is used the Porce is not acting horizontally and must be considered in the stability analysis Note also that the net soil pressures acting on the embedded pile are equal to the passive pressure on one side less the active pressure from the opposing side

b) Example Soil Pressure by the Sheet Piling Procedure

This example illustrates the procedure fordetemlining the allowable ultimate lateral soil pressures for sloping ground on one side ofa pile and level ground on the opposite side

16middot2



Calculate









P=K X)





Q=P p

pbull


16middot3


PIcent bull - 4

PIcent bull - 8

PIcent bull - 9

w a gt


8 0


16-4






F

h Ground Line


a d

z


16-5




=Qd _ 2Fd _1_ _Fh 12 3 3Qd



Tryd =400

EM =O 544x4003 2x 186 x400 1862 -186x525

12 3 3x544x400 = 2901 - 496- 5 - 977 =+1423 ft-lbsft NG

Tryd = 317

EM =O= 544x3173 2xl86x317 1862 -186x525


Used = 3-2


M = 186 X (525 + 025 X 317) = 1124 ft-Jbsft




16-6



f436h)Formula d = 2A x ( 1+~1+--p-

234FWhere A =

Qlb



of embedment

d Ql=3





Try d=300

3Q1 = 816 x 3 = 816 psf

A = 234 x 1170 = 33612816 X

12


2 336

16-7


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12


Used = 4-3


M =1170 X (300 + 025 X 425) =4753 ft-lbsft

16middot6




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37



Calculate









P=K X)





Q=P p

pbull


16middot3


PIcent bull - 4

PIcent bull - 8

PIcent bull - 9

w a gt


8 0


16-4






F

h Ground Line


a d

z


16-5




=Qd _ 2Fd _1_ _Fh 12 3 3Qd



Tryd =400

EM =O 544x4003 2x 186 x400 1862 -186x525

12 3 3x544x400 = 2901 - 496- 5 - 977 =+1423 ft-lbsft NG

Tryd = 317

EM =O= 544x3173 2xl86x317 1862 -186x525


Used = 3-2


M = 186 X (525 + 025 X 317) = 1124 ft-Jbsft




16-6



f436h)Formula d = 2A x ( 1+~1+--p-

234FWhere A =

Qlb



of embedment

d Ql=3





Try d=300

3Q1 = 816 x 3 = 816 psf

A = 234 x 1170 = 33612816 X

12


2 336

16-7


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12


Used = 4-3


M =1170 X (300 + 025 X 425) =4753 ft-lbsft

16middot6




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37


PIcent bull - 4

PIcent bull - 8

PIcent bull - 9

w a gt


8 0


16-4






F

h Ground Line


a d

z


16-5




=Qd _ 2Fd _1_ _Fh 12 3 3Qd



Tryd =400

EM =O 544x4003 2x 186 x400 1862 -186x525

12 3 3x544x400 = 2901 - 496- 5 - 977 =+1423 ft-lbsft NG

Tryd = 317

EM =O= 544x3173 2xl86x317 1862 -186x525


Used = 3-2


M = 186 X (525 + 025 X 317) = 1124 ft-Jbsft




16-6



f436h)Formula d = 2A x ( 1+~1+--p-

234FWhere A =

Qlb



of embedment

d Ql=3





Try d=300

3Q1 = 816 x 3 = 816 psf

A = 234 x 1170 = 33612816 X

12


2 336

16-7


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12


Used = 4-3


M =1170 X (300 + 025 X 425) =4753 ft-lbsft

16middot6




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37






F

h Ground Line


a d

z


16-5




=Qd _ 2Fd _1_ _Fh 12 3 3Qd



Tryd =400

EM =O 544x4003 2x 186 x400 1862 -186x525

12 3 3x544x400 = 2901 - 496- 5 - 977 =+1423 ft-lbsft NG

Tryd = 317

EM =O= 544x3173 2xl86x317 1862 -186x525


Used = 3-2


M = 186 X (525 + 025 X 317) = 1124 ft-Jbsft




16-6



f436h)Formula d = 2A x ( 1+~1+--p-

234FWhere A =

Qlb



of embedment

d Ql=3





Try d=300

3Q1 = 816 x 3 = 816 psf

A = 234 x 1170 = 33612816 X

12


2 336

16-7


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12


Used = 4-3


M =1170 X (300 + 025 X 425) =4753 ft-lbsft

16middot6




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37




=Qd _ 2Fd _1_ _Fh 12 3 3Qd



Tryd =400

EM =O 544x4003 2x 186 x400 1862 -186x525

12 3 3x544x400 = 2901 - 496- 5 - 977 =+1423 ft-lbsft NG

Tryd = 317

EM =O= 544x3173 2xl86x317 1862 -186x525


Used = 3-2


M = 186 X (525 + 025 X 317) = 1124 ft-Jbsft




16-6



f436h)Formula d = 2A x ( 1+~1+--p-

234FWhere A =

Qlb



of embedment

d Ql=3





Try d=300

3Q1 = 816 x 3 = 816 psf

A = 234 x 1170 = 33612816 X

12


2 336

16-7


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12


Used = 4-3


M =1170 X (300 + 025 X 425) =4753 ft-lbsft

16middot6




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37



f436h)Formula d = 2A x ( 1+~1+--p-

234FWhere A =

Qlb



of embedment

d Ql=3





Try d=300

3Q1 = 816 x 3 = 816 psf

A = 234 x 1170 = 33612816 X

12


2 336

16-7


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12


Used = 4-3


M =1170 X (300 + 025 X 425) =4753 ft-lbsft

16middot6




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37


Tryd=425

4 5Q = 8 16 x middot = 1156 psf

A = 234 X 1170 = 237121156x

12


Used = 4-3


M =1170 X (300 + 025 X 425) =4753 ft-lbsft

16middot6




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37




16-9

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37

0



N

I I I 13 PILE


- 7~J co

7 6 116-1_Ifgt

(0shy

5 CJ 1 lU 615 Ll

CJO ON z-CJ a 1

0 ~


0 J1(1 I

~~ ~ ~0 ~ 0 10 zo so bullo so 60


16-12



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37



0

J 1


--


6 6 _

-o 7s-r

6 bulls- 1_In alshy

e


Vjj J0

~

[ ~~0


16-13



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37



0 CD N


ltno t-78abull

--c-

11


6 bull 6-41 0 - 7 5 -1

_t



)) I0

t ~ j ~

~ 0


16-14



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37



0 coC1



-

-C1

X

t6 7

I 6 6_ 7 bull6 mao


0 a 0 ~

JoaC1-xshya

J a z

II_1 oo IZcgt

v J0

0

1 ~

1~1I


16-15

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37

0


N

0 CD C1

VJO Cl -N

I Clo gt-0 CDC1

0 LIJ-11-co 010 1 shy

0 a 0 J


0


II I


r t

1 bulla

7 bull middot7 +


l 6 o~~6

1 +

~II1

I I IJ II

4 J ~


16middot16

0



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37



0


1 aFC 2700 PSI FY = 60000 PSI -= - ~

0 CD 7 7---4 N


7

I 1


lo= I

c oo ) I IZltD

IVI_ L0 1 1

0


16middot 17



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37



0

N+-------~--------+-------~--------________________~ 12 PILE

FC 3250 PSI FY 60000 PSI ~

-- 7 7


~+-------1------+----t---++-f~-+-+J--1-+-----+---+ i~~

I ~ o+--------+--------++------4+--4---~~~--~---------+ 0 10 20 30 -4 0 50 60


16middot18


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37


0 N

0

(1

1)0 OCD

X

X oo gt-ltDshy

0 UJ

oo ON cshy0 a 0 J


0

0


I I I

13 PILE FC = 3250 Psi FY = 60000 PSI

I7 7

6 bull7

+

1 bulls 1 I

6 6 7 5~

~ 6 bull5--lt

f I

i v ~

~f0 0 10 20 30 40 50 GO 70


16-19

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



0 t--------r-------r+-T~-+~-------~------~-------+

~ 0~----4------~~~+~~~~~~--+------+


16middot20

0

BRIDGE DESIGN AIDS


N m I I


OCTOBER 1990

0 CIO N

bull

(I)O ILbull -N X

-t ILo gt-0 CIJN



bull0

L

7 bulle

7 7 ~

6 bull7- +

7 bull6 i l 6 bull6

7 bulls ~ 1

sbullsshy

itJ

v ~

~i 0 I j 1


16-21



I


0 1 bulla 00 N

It7 bull7 M

6 7 _t 7 middot6~

rno +abull 6 6 -N

1

7 s--J


Jo IaN-xshya J


J ~II I 0

~

IJ0


16middot22

120

0 IJ)

FC vgtO ao -

c -o _In co 0 UJ

shyoo 00 l N


0 IJ)

0

0





7 __ + l 6

7 bull s ~~ s s

1

J IIf I

~~ I ~ ~

J J r 2 0 40 so eo 100 120


16middot23

140



0 0

I


0 8 shy 7

CTl

7

6 7shyno AO - CTl

7 smiddot- ~


Q a 0 J

-o ~ II IJX


v v0

I J 0


16-24




Purpose


Requirements










16-25







16-26


g g bull3otsr-Ashy

~ I I

[ ~

~

~

z

I0


I

J ltl 0 0

ltn ~ 0 0 J 0 z 0

~

16middot27




Purpose



Requirements









16middot28














16middot29








16-30

rbullEND TYPE





~ 1UtTICAIGAOCM ~



~v

~I I El







Purpose


Requirements











16middot32




16-33




16-34




Purpose


Requirements











16middot35




16middot36


SJIIflbull

w ~ ~ ~

2

ie t8 ~

~ 13 ~

0 z w il8

c gt ~ 8 w w

I 8

~ bull

~

iII I I []El

i r

(i) ~ ~ ) gtshyw ~

bull bull

gtlt

D 8

[]j

16-37

0



(I)


FC = 3250 PSI

()O FY 60000 PSI 7 bulle--_~ a -N+--------+--------~------~~------~------~--------+

-X co gt-0



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OCTOBER 1990

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16-37

Documents

Sound Wall Design - · PDF fileBRIDGE DESIGN AIDS OCTOBER 1990 Sound Wall Design A. General Requirements Building specifications, rather than bridge specifications, are more applicable