Slex Package E-bridges

7/26/2019 Slex Package E-bridges

http://slidepdf.com/reader/full/slex-package-e-bridges 1/25

NAME TYPE STA MID

E-OP1 NORMAL 103+601.6! 1"!.3!# 3." 2.434 1." "." 1.6 16 1#.4

E-OP2 NORMAL 106+#"3.026 223.66 3." 2.434 1." 4 1.6 13 221.#

E-OP3 NORMAL 10#+314.2# 230."" 3." 2.434 1." 6 1.6 13 312.4

E-OP4 NORMAL 10+4.26"266.4#1

3." 2.434 1." 4 1.6 10 41.426"."0"

E-OP" NORMAL 110+14.04# 26".!" 3." 2.434 1." "." 1.6 10 312.!

E-OP6 ".#(-2.") 111+63.463 24".4"1 3." 2.3!# 1." 4." 13 244.

E-OP# NORMAL 112+61.1#3 241.362 3." 2.434 1." 6 1.6 13 316.6

ELEV

(EL1&EL

2)

BRIDGE

LENGTH

SLAB TO

COPING

COPING

HEIGHT

COLUMN

HEIGHT

TIE

BEAM

HEIGHT

BORED

PILE

HEIGHT



NAME STATION ELEVATION*A%ER LEVEL

CODE BEGINNING END BEGINNING END

E-CB1 MALABAG 104.21! 10"6#2.!1 10"###.10 16.#42 1.62 1#!.0!

A

1

2

B

E-CB2 %ANA%ONG 103.200 10642.!00 106"33.000 211.#!3 213.310 202.#2

A

1

2

B

E-CB3 MAMALA 103.200 10#6#4.!00 10###!.000 22".#2! 226.466 20!.!2

A

1

2

B

BRIDGE

LENGTH

AB'%MEN %



D$&%ANCE BE%*EEN BP1 AND BP2,".!

D$&%ANCE BE%*EEN BP2 AND BP3,36.

OP BP NORTHING EASTING

CL 1"421!.320 ""1330.21!E-OP1 BP1 1"4236."1 ""132.4

103+601.6! BP2 1"4236.0#3 ""1324.261

BP3 1"4200.4## ""133"."!2

BP4 1"42!."! ""132.!4

CL 1"4426#.034 ""41"0."0!

E-OP2 BP1 1"442!4.11 ""4143.243

106+#"3.026 BP2 1"442!1.206 ""413!.2#0

BP3 1"442"2.""2 ""4162.232

BP4 1"4424."6# ""41"#.2"

CL 1"44""6.!30 ""4631.1"6

E-OP3 BP1 1"44"#3.#!0 ""4623.421

10#+314.2# BP2 1"44"#0.660 ""461!."32

BP3 1"44"42.6#6 ""4643.2#"

BP4 1"44"3.""6 ""463!.3!6

CL 1"4""44.34 ""6"#3.!1!

E-OP" BP1 1"4""62."63 ""6"6.6!!

10+4.26" BP2 1"4""60."01 ""6"64.26#

BP3 1"4""2!.0#4 ""6"!2.!0!

BP4 1"4""26.012 ""6"##.3!#

CL 1"4"6#.32 ""#204.2""

E-OP# BP1 1"4"#1".#! ""#202.4#

110+14.04# BP2 1"4"#14.#6# ""#1#.2#"

BP3 1"4"6#.!1 ""#210.64

BP4 1"4"6#!.6!0 ""#204.##

CL 1"461"2.!06 ""!"1.12#

E-OP6 BP1 1"4616.033 ""!42.34#

111+63."63 BP2 1"46136."# ""!".06

CL 1"46"#4."41 ""!"1.3#!

E-OP$ BP1 1"46"3.113 ""!4.!!"

112+61.1$3 BP2 1"46"1.!46 ""!44.22"

BP3 1"46""#.104 ""!"#.4"

BP4 1"46""".!3# ""!"2.2!"



0.000#0

DIST ERROR REMAR%S

1!.6323 0.0000 / ".#! 0.0002 /

36.!6 0.0004 /

".!000 0.0000 /

36.006 -0.0006 /

1!.631! 0.000" /

".!001 -0.0001 /

36.000 0.0000 /

".!001 -0.0001 /

36.000 0.0000 /

1!.631" 0.000! /

".## 0.0003 /

36.004 -0.0004 /

".## 0.0003 /

36.004 -0.0004 /

1!.632" -0.0002 /

".# 0.0001 /

36.002 -0.0002 /

".# 0.0001 /

36.002 -0.0002 /

1!.6320 0.0003 /

".#! 0.0002 /

36.!! 0.0002 /

".#! 0.0002 /

36.!! 0.0002 /

1!.4"00 0.0000 /

36.!6 0.0004 /

( ( (

1!.631 0.0004 /

".!001 -0.0001 /

36.000 0.0000 /

".!001 -0.0001 /

36.000 0.0000 /



NAME TYPE STA

E-OP1 NORMAL 103+601.6! 1"!.3!# 1""."3 # 1"0 !2 1"6.0"

E-OP2 NORMAL 106+#"3.026 223.66 221."32 # 1"0 !2 221.62

E-OP3 NORMAL 10#+314.2# 230."" 22!.116 # 1"0 !2 22!.213

E-OP4 NORMAL 10+4.26"266.4#1 264.03# #! 130 63 264.11"

26"."0" 263.0#1 12# 1!0 112 263.1!

E-OP" NORMAL 110+14.04# 26".!" 263.42" # 1"0 !2 263."22

E-OP# NORMAL 112+61.1#3 241.362 23!.2! # 1"0 !2 23.02"

E-OP6 ".#(-2.") 111+63.463 24".4"1 243.064 #" 14# 243.13 243.211

ELEV

(EL1&EL2)COPING

ELEV

R1&R"

HEIGHT

R2&R#

HEIGHT

R3&R6

HEIGHT

R1 & R"

ELEVATION

R1&R3

HEIGHT

R2&R"

HEIGHT

R1 & R"

ELEVATION

R2 & R#

ELEVATION



1"6.103 1"6.03"

221.6!2 221.614

22!.266 22!.1!

264.16# 264.100

263.2"1 263.1!3

263."#" 263."0#

23.0#! 23.010

R2 & R#

ELEVATION

R3 & R6

ELEVATION



0

MALABAG

ABUTMENT A R1 R2 R3 R4 R" R6

&LAB ELEV ABOVE R$&ER 16.63! 16.#01 16.#3# 16.##3 16.!0! 16.#!

COP$NG ELEVA%$ON, 13.233#12

HE$GH% RM &LAB %O BO% O PAD, 2.26""

TOP O RISER ELEVATION' 1".3"1 1"."0" 1".""0 1"."$6 1".#11 1"."

R$&ER HE$GH%, 0.3" 0."12 0.""! 0."!" 0.#1 0."

PIER 1A R11 R12 R13 R14 R1" R16

&LAB ELEV ABOVE R$&ER 1#."44 1#.60# 1#.643 1#.6# 1#.#14 1#.6

COP$NG ELEVA%$ON, 14.6"!2!!1


TOP O RISER ELEVATION' 1#.2"$ 1#.310 1#.3"6 1#.3!2 1#."1$ 1#.3R$&ER HE$GH%, 0.2!2 0.3"# 0.3!1 0."1$ 0."#2 0."32

PIER 1B R21 R22 R23 R24 R2" R26

&LAB ELEV ABOVE R$&ER 1#."4 1#.6"6 1#.62 1#.#2! 1#.#64 1#.#4

COP$NG ELEVA%$ON, 14.6"!2!!1


TOP O RISER ELEVATION' 1#.2$ 1#.3# 1#.3# 1#."31 1#."6$ 1#.""

R$&ER HE$GH%, 0.332 0.3" 0."30 0."66 0.#02 0."!1

PIER 2A R31 R32 R33 R34 R3" R36

&LAB ELEV ABOVE R$&ER 1!." 1!."62 1!."! 1!.634 1!.6# 1!.64

COP$NG ELEVA%$ON, 1".!#1!10#1


TOP O RISER ELEVATION' 16.203 16.26# 16.301 16.33$ 16.3$3 16.3#

R$&ER HE$GH%, 0.332 0.3" 0."30 0."66 0.#02 0."!1

PIER2B R41 R42 R43 R44 R4" R46

&LAB ELEV ABOVE R$&ER 1!."4 1!.612 1!.64# 1!.6!3 1!.#1 1!.6

COP$NG ELEVA%$ON, 1".!#1!10#1


TOP O RISER ELEVATION' 16.2#2 16.31# 16.3#0 16.3!6 16."22 16."0

R$&ER HE$GH%, 0.3!1 0.""" 0."$ 0.#1# 0.##1 0.#30

ABUTMENT B R"1 R"2 R"3 R"4 R"" R"6

&LAB ELEV ABOVE R$&ER 1.4"" 1."1! 1.""3 1."! 1.62" 1.60

COP$NG ELEVA%$ON, 16.!66!02#3"


TOP O RISER ELEVATION' 1$.1#! 1$.221 1$.2#6 1$.22 1$.32! 1$.30

R$&ER HE$GH%, 0.22 0.3## 0.30 0."26 0."62 0.""1

TANATONG

ABUTMENT A R1 R2 R3 R4 R" R6

COP$NG ELEVA%$ON, 20.124024"#4

R$&ER HE$GH%, 0.1"4 0.23" 0.2 0.346 0.402 0.402

TOP O RISER ELEVATION' 20.2$! 20.3# 20."1" 20."$0 20.#26 20.#2

PIER 1A R11 R12 R13 R14 R1" R16

COP$NG ELEVA%$ON, 20.6310"

R$&ER HE$GH%, 0.0## 0.1"! 0.214 0.2# 0.32" 0

TOP O RISER ELEVATION' 20.$0! 20.$! 20.!"# 20.01 20.#6 20.#

PIER 1B R21 R22 R23 R24 R2" R26

COP$NG ELEVA%$ON, 20.6310"

R$&ER HE$GH%, 0.102 0.1!4 0.23 0.2" 0.3"

TOP O RISER ELEVATION' 20.$33 20.!1# 20.!$0 20.26 20.!1 20.!

PIER 2A R31 R32 R33 R34 R3" R36

COP$NG ELEVA%$ON, 210.20"!#

R$&ER HE$GH%, 0.102 0.1!4 0.23 0.2" 0.3"

TOP O RISER ELEVATION' 210.312 210.3" 210."" 210.#0# 210.#60 210.#6

PIER 2B R41 R42 R43 R44 R4" R46

COP$NG ELEVA%$ON, 210.20"!#

R$&ER HE$GH%, 0.12! 0.20 0.264 0.32 0.3#6 0

TOP O RISER ELEVATION' 210.33! 210."1 210."$" 210.#30 210.#!6 210.#!

ABUTMENT B R"1 R"2 R"3 R"4 R"" R"6

COP$NG ELEVA%$ON 210 64362#"!"



a

OP1 CONCRETE REBAR LEAN

PILE 331!3.#2

TIE "6.32 #046.23 3.4

COLUMN 44.23 2146".21ABUTMENT !".01 11"".!4

SHEAR%EYSTOP RISER 4.6 1200.!3

DIAPHRAGM 13.!3 1!!!.64

SLAB 6.13 14#04.!3

PARAPET 1.61 1"#!.#"

APPROARCH SLAB 30.3 3163." #.2

TOTAL 3#0.$# #!2$."" 11.23

a

OP2 CONCRETE REBAR LEANPILE 2!33.2!

TIE "6.32 #046.23 3.4

COLUMN 32.20 1!00#.63

ABUTMENT !".01 11"".!4


DIAPHRAGM 13.!3 1!!!.44

SLAB 6.13 14#04.!3

PARAPET 1.61 1"#!.#"


TOTAL 33!.$2 !01."2 11.23

a

OP3 CONCRETE REBAR LEAN

PILE 2!33.2!

TIE "6.32 #046.23 3.4

COLUMN 4!.2" 226"2.#2

ABUTMENT !".01 11"".!4


DIAPHRAGM 13.!3 1!!!.64

SLAB 6.13 14#04.!3

PARAPET 1.61 1"#!.#"


TOTAL 3#".$$ 366".$1 11.23

*, ///

OP" CONCRETE REBAR LEAN

PILE 2"12.$2



TIE "6.32 #046.23 3.4

COLUMN 32.20 1!00#.63

ABUTMENT !".01 11"".!4

SHEAR%EYSTOP RISER 4.#1 1200.!3

DIAPHRAGM 13.!3 1!!!.64

SLAB 6.13 14#04.!3

PARAPET 1.61 1"#!.#"APPROARCH SLAB 30.3 3163." #.2

TOTAL 33!.$" !3316.06 11.23

a

OP# CONCRETE REBAR LEAN

PILE 2"12.$2

TIE "6.32 #046.23 3.4

COLUMN 44.23 2146".21

ABUTMENT !".01 11"".!4SHEAR%EYSTOP RISER 4.6 1200.!3

DIAPHRAGM 13.!3 1!!!.64

SLAB 6.13 14#04.!3

PARAPET 1.61 1"#!.#"


TOTAL 3#0.$# !6$$3.6" 11.23

".# -2.")

OP6 CONCRETE REBAR LEANPILE 1#32.#!

COLUMN 1!.10 3!.40

ABUTMENT 6".2" 3!1.6#

SHEAR%EYSTOP RISER 3.41 !4!.4

DIAPHRAGM #.!2 10!.3"

SLAB 61.! 10#!3.1"

PARAPET 1.61 1"#!.#"

APPROARCH SLAB 21.13 2126.0# 4.!

TOTAL 1$.21 #0#3#."6 ".!

a

OP$ CONCRETE REBAR LEAN

PILE 2"12.$2

TIE "6.32 #046.23 3.4

COLUMN 4!.2" 226"2.#2

ABUTMENT !".01 11"".!4




DIAPHRAGM 13.!3 1!!!.64

SLAB 6.13 14#04.!3

PARAPET 1.61 1"#!.#"


TOTAL 3#".$$ !$61.1# 11.23

E-CB1 CONCRETE REBAR LEAN

ABUT PILE 126!21.#2

ABUTMENT 24".60 332"!.3

ABUT SHEAR%EY 1".36 4130."

PIER PILE 126426."6

COLUMN TIE 4#0."2 124012.! 13."!

PIER COPING 304.06 3323.!"

DIAPHRAGM 143.04 1!22.01

SLAB 66".12 13426.42

PARAPET 11".16 !#20.!2APPROARCH SLAB !.30 10!63."2 24.66

TOTAL 20#$.16 62#130."$ 3!.2"


ABUT PILE 126!21.#2

ABUTMENT 222.6! 31634.02

ABUT SHEAR%EY 14.42 31!.3

PIER PILE 133"4.!!

COLUN TIE 40.40 10!013.20 13."!

PIER COPING 244.22 2426.46DIAPHRAGM 136.#! 1#4.6

SLAB "!!.4 12"62.3!

PARAPET 100.40 #"6.!"

APPROARCH SLAB 2.36 !2.62 1.6

TOTAL 1!0.20 #3!20.2! 33.#"


ABUT PILE 126!21.#2

ABUTMENT 222.6! 31634.02

ABUT SHEAR%EY 14.42 31!.3

PIER PILE 126426."6

COLUMN TIE 4#0."2 124012.! 13."!

PIER COPING 244.22 2426.46

DIAPHRAGM 136.#! 1#4.6

SLAB "!!.4 12"62.3!

PARAPET 100.40 #"6.!"

APPROARCH SLAB 2.36 !2.62 21.#4

TOTAL 1!$0.32 60221.6# 3#.32



NON SHIN%

"."

0.42

0."2

NON SHIN%

4

0.42

0."2

NON SHIN%

6

0.42

0."2

NON SHIN%



4

0.44 0.6

0.""1#31

NON SHIN%

"."

0.42

0."2

NON SHIN%

0.2!

0.2!

NON SHIN%

6

0.42



0."2

NON SHIN%

3."

6.66

10.16

NON SHIN%

3.44

6.1!

.62

NON SHIN%

3.44

6.1!

.62



OP#

1,01 34".34 4!!.3! 146."1"

5 ##.4 23.22

2,03 4#.4 ##1.11 231.33

7 11! 0."0 ".00 %O%AL, 460.06

5-81

1,01 13#.42 1"0.# "!".23!

5 126.!!# 3!.0661

2,03 0.00 0.00

7 204.#36 0."0 102.3#

%O%AL, #2".6#2

5-821,01 41.11 64."3 20!.360

5 14.166 "!.24!

2,03 !.04 14."1 4.3"

7 0."0 0.00

%O%AL, 2#0.63

5-83

1,01 1120.403 1"!4.4 4#".34#

5 20!.11" 62.434"2,03 0.00 0.00

7 0."0 0.00

%O%AL, "3#.#!1



1.414214

1.!02##61.60!4"

1.414214

1.!02##6

1.60!4"

1.414214

1.!02##6

1.60!4"

1.4142141.!02##6

1.60!4"

1.414214

1.!02##6

1.60!4"

1.414214

1.!02##6

1.60!4"



1.414214

1.!02##6

1.60!4"

1.414214

1.!02##6

1.60!4"

1.414214

1.!02##6

1.!02##6

1.414214

1.!02##61.!02##6



OP1

10391:a 5;8a 8< 313.!3 10391:a

1049": &7<87<a Ba8/= 8< 2!32.32 1049":

400914:7 >i5 64.00 400914:7

40492: 5a /g "!2#.44 40492:

&PL42# a8h 5a 20 &PL42#

40"91:a 2!>a 8< 3"0.#" 40"91:a

40"91: ?hi/ 8< 0.42 40"91:40#91: 5a 8 8< 11.23 40#91:

40691:> gi@5 5a 3 40691:>

41291: 5aig 5a 6 41291:

41393:a ?!05;>a 6.#0 41393:a

4139: ?2005;>a 6.#0 4139:

&PL420 ?755 @58/ ? 124."# &PL420

&PL41# >i5 @yai8 5a 1 &PL41#

&PL41! >i5 i75g 5a 4 &PL41!

i>a> ? 34".2!

"1#92: 57a@ai #6.20 "1#92:60492: 585 60492:

&PL42" igh7 ?57 2 &PL42"

M&E *ALL ?

30292: 7a8/ 8a7 i75? 146.23 30292:

31092:a A&PHAL% 7 3!. 31092:a

OP3

10391:a 5;8a 8< 3!6.3# 10391:a

1049": &7<87<a Ba8/= 8< 2!2.40 1049":400914:7 >i5 "2.00 400914:7

40492: 5a /g 3664.#1 40492:

&PL42# a8h 5a 20 &PL42#

40"91:a 2!>a 8< 3"4.## 40"91:a

40"91: ?hi/ 8< 0.42 40"91:

40#91: 5a 8 8< 11.23 40#91:

40691:> gi@5 5a 3 40691:>

41291: 5aig 5a 6 41291:

41393:a ?!05;>a 6.#0 41393:a

4139: ?2005;>a 6.#0 4139:&PL420 ?755 @58/ ? 124."# &PL420

&PL41# >i5 @yai8 5a 1 &PL41#

&PL41! >i5 i75g 5a 4 &PL41!

i>a> ? 36.#

"1#92: 57a@ai #6.20 "1#92:

60492: 585 60492:

&PL42" igh7 ?57 2 &PL42"

M&E *ALL ?

30292: 7a8/ 8a7 i75? 146.23 30292:

31092:a A&PHAL% 7 3!. 31092:a



OP#

10391:a 5;8a 8< 461.# 10391:a

1049": &7<87<a Ba8/= 8< 2"44.32 1049":

400914:7 >i5 40 400914:7

40492: 5a /g !6##3.64 40492:

&PL42# a8h 5a 20 &PL42#

40"91:a 2!>a 8< 3"0.#" 40"91:a

40"91: ?hi/ 8< 0.42 40"91:

40#91: 5a 8 8< 11.23 40#91:40691:> gi@5 5a 3 40691:>

41291: 5aig 5a 6 41291:

41393:a ?!05;>a 6.#0 41393:a

4139: ?2005;>a 6.#0 4139:

&PL420 ?755 @58/ ? 124."# &PL420

&PL41# >i5 @yai8 5a 1 &PL41#

&PL41! >i5 i75g 5a 4 &PL41!

i>a> ? 42#.1"

"1#92: 57a@ai #6.20 "1#92:

60492: 585 60492:&PL42" igh7 ?57 2 &PL42"

M&E *ALL ?

30292: 7a8/ 8a7 i75? 146.23 30292:

31092:a A&PHAL% 7 3!. 31092:a

OP$

10391:a 5;8a 8< 244.#1

1049": &7<87<a Ba8/= 8< 3404.16

400914:7 >i5 4040492: 5a /g !#61.1"

&PL42# a8h 5a 20

40"91:a 2!>a 8< 3"4.##

40"91: ?hi/ 8< 0.42

40#91: 5a 8 8< 11.23

40691:> gi@5 5a 3

41291: 5aig 5a 6

41393:a ?!05;>a 6.#0

4139: ?2005;>a 6.#0

&PL420 ?755 @58/ ? 124."#&PL41# >i5 @yai8 5a 1

&PL41! >i5 i75g 5a 4

i>a> ? 460.06

"1#92: 57a@ai #6.20

60492: 585

&PL42" igh7 ?57 2

M&E *ALL ?

30292: 7a8/ 8a7 i75? 146.23

31092:a A&PHAL% 7 3!.

ECB1



10391:a 5;8a 8< 16#"#.0! 10391:a

1049": &7<87<a Ba8/= 8< 1666.0 1049":

400914:7 1.!M P$LE 200 400914:7

2.2M P$LE 200

40492: 5a /g 62"130.4# 40492:

&PL42# a8h 5a 160 &PL42#

40"91:a 2!>a 8< 20"#.16 40"91:a

40"91: ?hi/ 8< 10.16 40"91:

40#91: 5a 8 8< 3!.24 40#91:40691:> gi@5 93! ?>a1 3: 5a 20 40691:>

gi@5 93! ?>a 2: 5a 10

41291: 5aig 5a 60 41291:

41393:a ?!05;>a 22340.00 41393:a

4139: ?2005;>a 22340.00 4139:

&PL420 ?755 @58/ ? 1130.40 &PL420

&PL41# >i5 @yai8 5a &PL41#

&PL41! >i5 i75g 5a &PL41!

i>a> ? #2".6#2

"1#92: 57a@ai 1#.06 "1#92:30292: 7a8/ 8a7 i75? 112#.3 30292:

31092:a A&PHAL% 7 300.64 31092:a

ECB3

10391:a 5;8a 8< 416.11

1049": &7<87<a Ba8/= 8< 1633.2"

400914:7 1.!M P$LE 200

2.2M P$LE 200

40492: 5a /g 60221.6"

&PL42# a8h 5a 16040"91:a 2!>a 8< 1!#0.32

40"91: ?hi/ 8< .62

40#91: 5a 8 8< 3".32

40691:> gi@5 930 ?>a1 3: 5a 20

gi@5 940 ?>a 2: 5a 10

41291: 5aig 5a 60

41393:a ?!05;>a 21.00

4139: ?2005;>a 21.00

&PL420 ?755 @58/ ? #4.#4

&PL41# >i5 @yai8 5a&PL41! >i5 i75g 5a

i>a> ? "3#.#!

"1#92: 57a@ai #!.20

30292: 7a8/ 8a7 i75? !4.6

31092:a A&PHAL% 7 262."!



OP2

5;8a 8< 2#2.43

&7<87<a Ba8/= 8< 230".2

>i5 "2.00

5a /g !01.42

a8h 5a 20

2!>a 8< 33!.#2

?hi/ 8< 0.425a 8 8< 11.23

gi@5 5a 3

5aig 5a 6

?!05;>a 6.#0

?2005;>a 6.#0

?755 @58/ ? 124."#

>i5 @yai8 5a 1

>i5 i75g 5a 4

i>a> 321.1#

57a@ai #6.20585

igh7 ?57 2

M&E *ALL ?

7a8/ 8a7 i75? 146.23

A&PHAL% 7 3!.

OP"

5;8a 8< 3#.1#

&7<87<a Ba8/= 8< 20!3.20>i5 40

5a /g !3316.06

a8h 5a 20

2!>a 8< 33!.#4

?hi/ 8< 0.44

5a 8 8< 11.23

gi@5 5a 3

5aig 5a 6

?!05;>a 6.#0

?2005;>a 6.#0?755 @58/ ? 124."#

>i5 @yai8 5a 1

>i5 i75g 5a 4

i>a> ? 33!.3

57a@ai #6.20

585

igh7 ?57 2

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NAMESTATION

BEGINNING END

D-CB1 CABA%ANG 02#.200 0#!.460 "1.260

D-CB2 %AG'AN "04.00 41.#00 103.200D-CB3 '$APO !#0#.6"0 !#"4.2"0 46.600

E-CB1 MALABAG 10"6#2.!1 10"###.10 104.21!

E-CB2 %ANA%ONG 10642.!00 106"33.000 103.200

E-CB3 MAMALA 10#6#4.!00 10###!.000 103.200

BRIDGE

LENGTH



0"2.!30

"043.300!#30."0

10"#2".000

1064!1.400

10##26.400

CENTER

STATION

Slex Package E-bridges

Documents

Transcript of Slex Package E-bridges