Table 3.1 — GROSE-DAMACE OBSERVATIONS

=~
Air-dloet intensity

Mike
Site

Figure

Station 300: masalve reinforces -concrete above-

3.2 ta 3:12

ground structere; walle and ~sof $f Uick

with 4B retafurcem ont in tw> directions;
clear apan of roof 12M, 12-b) thick retalaing
wall relsforoed erith g-in -di meter dare af
12 in, cealer to center in each face ta iwe

Belle
C.ere

directions
No etricture
= Station £20: maayive reinforced-concrm: semlburied etructura; walle end cool 4 ft Goch wid

irene

tinns, cleer epee of rouf 6M; earth-flil cover
am cuep

—~ Station 200: massive ret dfcried-concrete ecaldurled structure; © dls ¢ M1 thick; root 3 ft
thick, wall r-taforemont ‘4b vertical ant Y4&

fo Ste; retasorcemant exp wed sad conc rete

All treee blown away
Top of reialsiag wall of rear of structure collaperd, @© Mator damage

$2603.38

Beary coecrete wall with pipe inserts at front of
sirecture wee badly dented, in rear of strectare a heavy siee! beam on rool was bent

Gverpressure,

17,300

“r

17.300

0.38

13,400
F200

3s
740

75,206
TE,800

@.238
0.3

8,600

sz*

€3,600

0.33

17,080

16

34,600

6.42

through 186°, @ retaining wall was sezaraied

with ate) i-teacme over is, 12, and 8M clear
spens, earth Gil cover 2 ft tnep

Wing wal) adjecent to rear of structure moved

3.83, 3.26
3.13 303.94

boricontal in etch [ace, roof Kiar retaicroes

Jant

Damage

King

Over~
Distance
peeasure,
from
pai
Qa.2.8

epalioed af top of wall, ao major strinerel
Gamage

(,% vetnf roemont im gark Ince in two dinee~

09

Vid GeldtN1sau - L2ydgs

Alice

Description

Distance
from
a.2.8

from structure but s0t severely Camaged; 00
mayer structural damage

wwe RH ucture 3.1.3: Army eemib cled abettes

3.38 to 3.39)

Mructrally undamaged, ourtace on vent pipe

charred on aide facing G 2, doors removed
prior to tee’; wuod-frame air tock destroyed

Structure 3.3.11 Army Test fi -wsture
Qir-diast wal)

See Chap. 3
3.40 to 3.438

See Chrp. 2
Overturecd on pile expoatcg footing

18,600
36,450

1s
8.8

$3,308
$2,400

0.48
0.48

Mate

Wood-frame shack shaathed with corrugeted

3.43 to 3.48

Completely demolished aren to founmtation;

atmo

12

40,200

os

Lury

Time saack: ey fiby i aby ey % bigh, 2 by
4 wood framing coverqa! with corned
Sinralsum roofiag and sid.ag
Alintoom shesthed ther cass sastioe om oeliae
drica! poutcoaa

3.48

Cossgletely demo ished

34,608

$4

44,300

0.85

3.86, 3.51

Troef poaioons (attexed by bla. front aleminum covering ecorched By thermal radis-

17,490

vu

42,400

oe

Maelo, CO3: veinforced-co: cree etructi-e,
walie aod roof 1 f thick with 4% sein reine

2.52to3.54

tion; exposed acod ecorched
ho damage

3-54 30 3.56

One building destroyet, others damaged

33,008

oe

39,300

a

3M
3.64 te 3.56

Dvetroyed
Demccyrd

398

at

W200

as

Bard dar
between

Lucy aad Mary
Masry

Mency

metal

for, went for fit clear span
Brora smell woot dul.ct ge cove ced with thin
eboot mice over d.tgr nal wood ef eattins
Pix tag apaic tower
Trees

Tre

a5?

generator Glows 10 % and overturned

T owes comeming, sume: one tress of ecurig

Select target paragraph3