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NAMESTATION ELEVATION (TOC) ELEV (ABOVE BEARING PAD)

BEGINNING END BEGINNING END A B

MAKBAN 37.6 67+435.101 67+472.703 223.156 223.498 223.168 223.487

ELEV ELEV

R1 0.51853 221.220 R12 0.50489 221.539

R2 0.55668 221.258 R13 0.54304 221.577

R3 0.46323 221.165 R14 0.44959 221.484

R4 0.36978 221.071 R15 0.35614 221.391

R5 0.27633 220.978 R16 0.26269 221.297

R6 0.17385 220.875 R17 0.16021 221.195

R7 0.07137 220.773 R18 0.05773 221.092

R8 -0.03111 220.670 R19 -0.04475 220.990

R9 -0.13359 220.568 R20 -0.14723 220.887

R10 -0.23607 220.465 R21 -0.24971 220.785

R11 -0.33855 220.363 R22 -0.35219 220.682

BRIDGE

LENGTH

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normal

OP1 CONCRETE REBAR LEAN

BORED PILE ?

TIE 176.00 23479.23 12.1

COLUMN 80.40 45019.07ABUTMENT 238.40 27732.59

SHEARKEYSTOP RISER 14.57 3962.32

DIAPHRAGM 49.19 6836.58

SLAB 239.37 46872.10

PARAPET 35.79 2683.33

APPROARCH SLAB 107.38 11114.19 25.58

TOTAL !41"1# 1$%$!!"41 3%"$&

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NON SHINK

2.72

2"%2

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OP1

103!1"a #$%a %&m 265.55

104!5" '(r&%(&ral Ba%)*ll %&m 3164.14

400!14"( ,l# lm 64.00

404!2" r#ar ) 167699.41

'/L427 a%or #a 90

405!1"a 28ma %&m 941.10

405!1" nonr,n) %&m 2.72

407!1" l#an %on %&m 37.68

406!1" ,r#r #a 22

412!1" #ar,n #a 44

413!3"a 80#$an lm 24.50

413!" 200#$an lm 24.50

'/L420 (##l #%) m 419.23

'/L417 ,l# nam,% #a

'/L418 ,l# ,n(# #a

r,ra m 336.43

517!2" m#(alra,n lm 76.20

604!2" #n%# lm

'/L425 l,( #( 2

M'E ALL m302!2" (a%) %oa( l,(#r 146.23

310!2"a A'/AL m( 38.99

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1:01 221.788 313.66 94.097

#rm 70.25 21.0752:03 345.7 556.06 166.82

oo( 108.89 0.50 54.45

AL: 336.434

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1.414214

1.8027761.608495