Rev As shown SCALE Typical Cross Section(1)

35
3.250 0.500 3.250 8.500 3.000 2.000 14.500 2.000 7.500 0.500 3.000 1.000 10.500 14.500 0.500 0.500 3.250 3.250 8.500 3.000 0.500 0.500 3.250 3.250 0.500 7.500 0.500 0.500 3.250 3.250 7.500 0.500 12.000 14.000 14.000 13.000 Service Road Shoulder Carriageway Shoulder Walk Way Service Road Carriageway Drainage Flyover(Azam Bridge) Median Strip Flyover(TAZARA Bridge) Walk Way Bus bay 0.900 0.300 0.600 0.300 0.150 0.600 3.000 2.000 7.500 0.500 3.250 3.250 0.500 2.000 6.500 7.500 0.500 3.250 0.500 0.500 2.000 3.250 3.250 3.250 7.500 0.500 0.500 0.500 3.250 3.250 7.500 0.500 0.500 14.000 0.500 14.000 13.000 10250 10250 9.500 14.500 8000 8000 Carriageway Carriageway Drainage Shoulder Shoulder Shoulder Shoulder Median Strip Carriageway Shoulder Shoulder Carriageway Shoulder Shoulder Drainage Walk Way Service Road t=4cm Asphalt Binder course(AC20) t=4cm Asphalt Surface course(AC14) t=15cm Subbase Course(DBM30) t=15cm Upper Subbase Course(CRS) t=30cm Lower Subbase Course(G45) t=4cm Asphalt Binder course(AC20) t=4cm Asphalt Surface course(AC14) t=15cm Subbase Course(DBM30) t=20cm Upper Subbase Course(CRS) t=45cm Lower Subbase Course(G45) t=15cm Subbase Course(CRS) t=5cm Asphalt Surface course(AC14) t=15cm Subbase Course(CRS) t=6cm Interrocking P.H P.H P.H P.H P.H P.H P.H P.H t=4cm Asphalt Binder course(AC20) t=4cm Asphalt Surface course(AC14) t=15cm Subbase Course(DBM30) t=15cm Upper Subbase Course(CRS) t=30cm Lower Subbase Course(G45) t=15cm Subbase Course(CRS) t=6cm Interrocking t=15cm Subbase Course(CRS) t=5cm Asphalt Surface course(AC14) Dwg. No. DESCRIPTION DATE TANZANIA NATIONAL ROADS AGENCY TANROADS Rev DWG TITLE JAPAN INTERNATIONAL COOPERATION AGENCY Oriental Consultants CO., LTD. Eight-Japan Engineering Consultants Inc., International Development Center of Japan Inc., SCALE As shown Typical Cross Section(1) A6-22

Transcript of Rev As shown SCALE Typical Cross Section(1)

Page 1: Rev As shown SCALE Typical Cross Section(1)

3.25

00.

500

3.25

0

8.50

0

3.00

02.

000

14.5

00

2.00

07.

500

0.50

03.

000

1.00

010

.500

14.5

00

0.50

00.

500

3.25

03.

250

8.50

0

3.00

0

0.50

00.

500

3.25

03.

250

0.50

0

7.50

00.

500

0.50

03.

250

3.25

0

7.50

0

0.50

0

12.0

00

14.0

0014

.000

13.0

00

Serv

ice

Road

Shou

lder

Car

riage

way

Shou

lder

Wal

kW

aySe

rvic

eRo

adC

arria

gew

ayD

rain

age

Flyo

ver(A

zam

Brid

ge)

Med

ian

Strip

Flyo

ver(

TAZA

RA

Brid

ge)

Wal

kW

ayB

us b

ay

0.900

0.30

0

0.60

0

0.300

0.150

0.60

0

3.00

02.

000

7.50

00.

500

3.25

03.

250

0.50

02.

000

6.50

0

7.50

00.

500

3.25

00.

500

0.50

02.

000

3.25

03.

250

3.25

0

7.50

00.

500

0.50

00.

500

3.25

03.

250

7.50

00.

500

0.50

014

.000

0.50

014

.000

13.0

00

1025

010

250

9.50

014

.500

8000

8000

Car

riage

way

Car

riage

way

Dra

inag

e

Shou

lder

Shou

lder

Shou

lder

Shou

lder

Med

ian

Strip

Car

riage

way

Shou

lder

Shou

lder

Car

riage

way

Shou

lder

Shou

lder

Dra

inag

eW

alk

Way

Serv

ice

Road

t=4c

mA

spha

lt B

inde

r cou

rse(

AC

20)

t=4c

mA

spha

lt Su

rface

cou

rse(

AC

14)

t=15

cmSu

bbas

e C

ours

e(D

BM

30)

t=15

cmU

pper

Sub

base

Cou

rse(

CRS

)t=

30cm

Low

er S

ubba

se C

ours

e(G

45)

t=4c

mA

spha

lt B

inde

r cou

rse(

AC

20)

t=4c

mA

spha

lt Su

rfac

e co

urse

(AC1

4)

t=15

cmSu

bbas

e C

ours

e(D

BM

30)

t=20

cmU

pper

Sub

base

Cou

rse(

CR

S)t=

45cm

Low

er S

ubba

se C

ours

e(G

45)

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=5c

mA

spha

lt Su

rfac

e co

urse

(AC1

4)

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=6c

mIn

terro

ckin

g

P.H

P.H

P.H

P.H P.

HP.

HP.

HP.

H

t=4c

mA

spha

lt B

inde

r cou

rse(

AC

20)

t=4c

mA

spha

lt Su

rfac

e co

urse

(AC1

4)

t=15

cmSu

bbas

e C

ours

e(D

BM

30)

t=15

cmU

pper

Sub

base

Cou

rse(

CR

S)t=

30cm

Low

er S

ubba

se C

ours

e(G

45)

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=6c

mIn

terro

ckin

gt=

15cm

Subb

ase

Cou

rse(

CRS

)t=

5cm

Asp

halt

Surf

ace

cour

se(A

C14)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

EAs

show

nTy

pical

Cros

s Sec

tion(

1)

A6-22

Page 2: Rev As shown SCALE Typical Cross Section(1)

3250

500

3250

7500

3000

2000

1500

1600

0

2000

1050

050

025

0032

5032

50

8500

2000

1500

1500

0

9500

2000

500

1200

0

0.50

00.

500

3.25

03.

250

0.50

0

7.50

00.

500

0.50

03.

250

3.25

0

7.50

0

0.50

014

.000

14.0

00

13.0

00

P.H

P.H

P.H

P.H

t=4c

mA

spha

lt B

inde

r cou

rse(

AC

20)

t=4c

mA

spha

lt Su

rfac

e co

urse

(AC1

4)

t=15

cmSu

bbas

e C

ours

e(D

BM

30)

t=15

cmU

pper

Sub

base

Cou

rse(

CR

S)t=

30cm

Low

er S

ubba

se C

ours

e(G

45)

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=6c

mIn

terro

ckin

gt=

15cm

Subb

ase

Cou

rse(

CR

S)t=

5cm

Asp

halt

Surfa

ce c

ours

e(A

C14)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

EAs

show

nTy

pical

Cros

s Sec

tion(

2)

A6-23

Page 3: Rev As shown SCALE Typical Cross Section(1)

Med

ian

Carri

agew

ayC

arria

gew

ay

Shou

lder

Shou

lderD

rain

age

Wal

kw

aySe

rvic

eRo

adWal

kw

aySe

rvic

eRo

ad

2.00

02.

000

33.0

00

2.00

02.

000

3.00

03.

000

3.25

03.

250

3.25

03.

250

0.50

00.

500

0.50

00.

500

4.00

0

7.00

07.

000

5.00

0D

rain

age

Wal

kw

aySe

rvic

eRo

ad

2.00

02.

000

39.5

00

2.00

02.

000

3.00

03.

000

3.25

03.

250

3.25

03.

250

3.25

03.

250

3.25

00.

500 0

.500

0.50

00.

500

0.75

010

.250

13.5

001.

750

P.H

Dra

inag

e

Shou

lder

Car

riage

way

Med

ian

Car

riage

way

Dra

inag

eW

alk

way

Serv

ice

Road

Shou

lder

0.900

0.60

0

0.900

0.60

0

P.H

P.H

P.H

t=4c

mA

spha

lt B

inde

r cou

rse(

AC

20)

t=4c

mA

spha

lt Su

rfac

e co

urse

(AC1

4)

t=15

cmSu

bbas

e C

ours

e(D

BM

30)

t=20

cmU

pper

Sub

base

Cou

rse(

CR

S)t=

45cm

Low

er S

ubba

se C

ours

e(G

45)

t=4c

mA

spha

lt B

inde

r cou

rse(

AC2

0)t=

4cm

Asp

halt

Surf

ace

cour

se(A

C14)

t=15

cmSu

bbas

e C

ours

e(D

BM

30)

t=20

cmU

pper

Sub

base

Cou

rse(

CR

S)t=

45cm

Low

er S

ubba

se C

ours

e(G

45)

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=6c

mIn

terro

ckin

g

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=6c

mIn

terro

ckin

g

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=5c

mA

spha

lt Su

rfac

e co

urse

(AC1

4)

t=15

cmSu

bbas

e C

ours

e(C

RS)

t=5c

mA

spha

lt Su

rfac

e co

urse

(AC1

4)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

EAs

show

nTy

pical

Cros

s Sec

tion(

1)

A6-24

Page 4: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

1)

A6-25

Page 5: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

2)

A6-26

Page 6: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

3)

A6-27

Page 7: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

4)

A6-28

Page 8: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

5)

A6-29

Page 9: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

6)

A6-30

Page 10: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

7)

A6-31

Page 11: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

8)

A6-32

Page 12: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

9)

A6-33

Page 13: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

10)

A6-34

Page 14: Rev As shown SCALE Typical Cross Section(1)

DATE:

REVISIONS

DAR ES SALAAM

P.O. Box 11364

TANZANIA NATIONAL ROADS AGENCY

TANROADS

PROJECT

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

Preparatory Survey on the Project for Improvement of TAZARA Intersection

A6-35

Page 15: Rev As shown SCALE Typical Cross Section(1)

DATE:

REVISIONS

DAR ES SALAAM

P.O. Box 11364

TANZANIA NATIONAL ROADS AGENCY

TANROADS

PROJECT

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

Preparatory Survey on the Project for Improvement of TAZARA Intersection

A6-36

Page 16: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

13)

A6-37

Page 17: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

14)

A6-38

Page 18: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

15)

A6-39

Page 19: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

16)

A6-40

Page 20: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

17)

A6-41

Page 21: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

18)

A6-42

Page 22: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

19)

A6-43

Page 23: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

20)

A6-44

Page 24: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ju

lius K

.Nye

rere

Rd C

ross

Sec

tion(

21)

A6-45

Page 25: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ne

lson M

ande

la Rd

Cro

ss S

ectio

n(1)

A6-46

Page 26: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ne

lson M

ande

la Rd

Cro

ss S

ectio

n(2)

A6-47

Page 27: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ne

lson M

ande

la Rd

Cro

ss S

ectio

n(3)

A6-48

Page 28: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ne

lson M

ande

la Rd

Cro

ss S

ectio

n(4)

A6-49

Page 29: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ne

lson M

ande

la Rd

Cro

ss S

ectio

n(5)

A6-50

Page 30: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

E1:2

00Ne

lson M

ande

la Rd

Cro

ss S

ectio

n(6)

A6-51

Page 31: Rev As shown SCALE Typical Cross Section(1)

A6-52

Page 32: Rev As shown SCALE Typical Cross Section(1)

6512

065

250

250

110 100 3@185=555 35350800

250

65

65

1R D

10 L

=116

0 c.

t.c12

5

2R D

10 L

=910

c.t.

c125

3R D

10 L

=100

0 n=

12 n

os

Con

cret

e(30

MPa

)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

EAs

show

n

Rai

ling

SCA

LE A

3 1:

20

Railin

g

REM

ARK

QU

AN

TITY

UN

ITST

AN

DA

RDC

LASS

IFIC

ATI

ON

D10

REI

NFO

RCED

FORM

CO

NCR

ETE

cu.m

sq.m kg

1.60

0.26

14.5

2

MA

TER

IALS

LIS

T ck=3

0MPa

2000

GL

Nai

l of R

ail @

200

200

@20

00@

2000

GL

10

200

5955805951770

18002070

25030

20

Dia

mon

d W

ire N

ettin

g#1

0×40

Plas

tic C

oatin

g

Fron

t Vie

wSi

de V

iew

450

300

300

50

50

Cru

shed

Sto

ne (t

=50)

Prec

ast F

ound

atio

n fo

r fen

ces

Mai

n Po

le

4

Fenc

eSC

ALE

A3

1:20

REM

ARK

QU

AN

TITY

UN

ITST

AN

DA

RDC

LASS

IFIC

ATI

ON

Foun

datio

n Fo

r fen

ces

Mai

n Po

le

FEN

CEm no

s50

.00

100.

00

50.0

0

MA

TER

IALS

LIS

T

nos

REM

ARK

QU

AN

TITY

UN

ITST

AN

DA

RDC

LASS

IFIC

ATI

ON

SUR

PLU

S SO

IL

FILL

ING

EXC

AV

ATI

ON

cu.m

0.29

2

0.31

4

0.02

2

MA

TER

IALS

LIS

T(Fo

unda

tion

for f

ence

)

FOU

ND

ATI

ON

0.09

0Sq

.m

Prec

ast F

ound

atio

n1.

000

nos

t=50

cu.m

cu.m

A6-53

Page 33: Rev As shown SCALE Typical Cross Section(1)

1950

9030

090

205050 1950 50

5050

500

50265185500

415 7030

070

300400

300

400

300

300

5040

050

50 400 50

500

135

4-28

Ø A

NC

H

RIB

PL

12t

300

400

200

RIB

PL

12t

AN

CH

OR

BO

LT 4

-24Ø

STEE

L PO

LE

VE

VER

TIC

AL

REI

NFO

RC

ED D

16

HO

RIZ

ON

TAL

REI

NFO

RC

ED D

9

LIG

HTI

NG

FIX

TUR

ELI

GH

TIN

G F

IXTU

RE

28Ø

x4

3x2t

REI

NFO

RC

ED D

16R

EIN

FOR

CED

D9

VE

FIX

ED F

RA

ME

3.2t

, GA

LV.

DO

UB

LE N

UTS

GA

LVA

NIS

ED

24Ø

AN

CH

OR

BO

LT

WA

SHER

GA

LVA

NIS

ED

CR

USH

ER S

TON

E

POLE

FO

UN

DA

TIO

N

BA

LLA

ST A

ND

JOIN

T B

OX

STO

RA

GE

STEE

L TA

PER

PO

LE(H

OT-

DIP

GA

LVA

NIS

ED)

TAPE

R R

ATE

1/1

00

CR

USH

ER S

TON

E

Ø75

Ø75D

ISJO

INTI

NG

AR

EAFO

R S

ERV

ICE

BEN

D

500

100750

10000-15000

2100

1950 100

750

10000-15000

2100

Ø75

POLE

FO

UN

DA

TIO

N

BA

LLA

ST A

ND

JOIN

T B

OX

STO

RA

GE

STEE

L TA

PER

PO

LE(H

OT-

DIP

GA

LVA

NIS

ED)

TAPE

R R

ATE

1/1

00

DIS

JOIN

TIN

G A

REA

FOR

SER

VIC

E B

END

90 300 90Dw

g. No

.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

ENO

NSt

reet

Ligh

t (3)

A6-54

Page 34: Rev As shown SCALE Typical Cross Section(1)

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

Rev

DWG

TITL

ESC

ALE

Signa

l Lay

out P

lan1:2

50

A6-55

Page 35: Rev As shown SCALE Typical Cross Section(1)

Cab

le E

ntra

nce

Wiri

ng A

pertu

re

Stee

l Cap

Sign

al P

ole

165.

2 x

t5.0

36 Veh

icle

Sig

nal P

ole

( S=1

:50

)

2100

150

more than 5500

7500

450

550

508001000

3000

Pede

stria

n Pu

shbu

tton

Box

Sign

al L

ight

(for P

edes

trian

)

(for

Veh

icle

)Si

gnal

Lig

ht

101.

6 x

t3.2

Sign

al P

ole

Y16

Y12

4@200=8008@150=120050 50

150

Anc

hor V

olts

( S=

1:25

)

150

250 50

0

5025

0

250

for V

ehic

le S

igna

l Pol

efo

r Ped

estri

an S

igna

l Pol

e

FB6

x 50

4-M

16

GL

Pede

stria

n Si

gnal

Pol

e ( S

=1:5

0 )

Cob

ble

Ston

e Pi

tchi

ng

Con

cret

e B

ase

Cob

ble

Ston

e Pi

tchi

ng

Con

cret

e B

ase

Rei

nfor

cem

ent B

ar

( S=1

:25

)B

ase

Plat

e

300

200

4-30

400

400300

300

( S=1

:25

)

100

250

Bas

e Pl

ate

250

400

200

200250400

4-18

x 3

6(L

ong

Hol

e)

t12

t22

Plas

tic F

lexi

ble

Cond

uit

PF36

L(Pa

vem

ent)

300

GL(

Veh

icle

Lan

e)

more than 600

(Pav

emen

t)

more than 600

1000

500

50

FB6

x 60

360

50

300

300

360

180

1000

500

300

180

300

4-M

22

250

50150

500

430

x 14

0

70155 15

0155 70

600

700

more than200

750

more than200

Plas

tic F

lexi

ble

Cond

uit

PF36

Anc

hor B

olt

Anc

hor B

olt

Dwg.

No.

DESCRIPTION

DATE

TANZANIA NATIONAL ROADS AGENCY

TANROADS

Rev

DWG

TITL

E

JAPAN INTERNATIONAL COOPERATION AGENCY

Oriental Consultants CO., LTD.

Eight-Japan Engineering Consultants Inc.,

International Development Center of Japan Inc.,

SCAL

ESi

gnal

Poles

As S

hown

A6-56