White Mesa Bridge Final Studio Boards (ARCH 402)

Page 1

p p yy l l o on n

w h i t e

p

m e s a

rr i io o g r ag nrd ae nr i df t e 108˚

y

l

o

n

106˚

r i f t

6

u

104˚

106˚

s

0.65

5

5

0.48

0

0.72

40˚

8 5 9

u p p e r a r ka n s a s g ra b e n

4

0.75

32˚ san luis basin

0.76

c o l o r a d o b ra z o s u p l i ft

10

35˚

n a c i m i e n t o u p l i ft jemez volcanic field santo domingo basin albuquerque/belen basin l u c e ro u p l i ft l a d ro n u p l i ft

espanola basin

11

s a n d i a u p l i ft

12

m a n z a n o u p l i ft l o s p i n o s u p l i ft

13

socorro constriction sanmarcial basin

0.27

2.73

0.25

0.19 14

c r i s t o b a l u p l i ft

engle basin

15 1.38

c a b a l l o u p l i ft palomas basin

32˚

n e w

0.45

31˚ 2.50

m e x i c o 16 0.68

100 miles

22 21

19 20 18

24

17

0.55

3

g a 2

s

30˚

c

23

o

1

r o

c a b e z o n

r o a d

a d

earth removed for gas line installation

site location

underground gas line

power line

double track

single track

0.00 mileage between post

00 marker post

5 miles


d d ees i sg in g p n h

p h a s e s

a s e

c o n n e c t i o n the bridge connects the existing foot paths

s i m p l i c i t y single structural element

v i s i b i l i t y two spars allow the pathway to be clean

c o u n t e r a c t i o n spars angled to match structural load path

s t a b i l i t y base widened to transition to footing

c o n s t r a i n pylons pulled together to simulate the narrow pathway



tt yyp ipc ai cl as el c t si oen c mt oi dou n m o d u l e l e

g r a t e c o m p o s i t e

p l a t e

s k i n

p y l o n

sense of transparency within the landscape

s t i f f n e r s incrimental plates to add structural stability

c a b l e

t i e s

counteraction cables larger in diameter

p l a t e s all composite elements plates

t e n s i o n

c a b l e s

g u a r d

held with anchors

s u b

r a i l

plate steel work supports vertical grate, also at 4’-0� supports height ofcyclists

f l o o r

s u p p o r t perpendicular plates welded onto the main floor girders

c o m p o s i t e

a n g l e

t e n s i o n

s t r u c t u r e

b e a m

m e m b e r s support cables

a n g l e s compression connection

p l a t e s incrimental stiffner plates

c o m p o s i t e

a n g l e b e a m light weight, composite beam

g i r d e r s intermediate rectangular tube sections welded to composite angle beam


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