HomeMy WebLinkAboutPermit Specifications 1982-08-01I
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Ml2H5/8
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NOTE: All .rbove tests were
-95 FloN 16:51
*1 .
IRON
of
Verticalpull-out in dens6 salql
ASTM OtSe6 Blow Count '!9'36
Verticalpull-out ln deiise shndy
Test Dale R-el:h$-
7151ffi
11/29ff9
6/20/88
6/a/88
4t121ffi
s6/8q
5/16/75
fimerock fill.
$merock li'il.
8,126#
(aw.)
2590#
(aw.)
8891#
(avg.)
8,253#
(aw.)
5,450#
6825#
9740#
6
6
7
7.
8
I
10
11
t2
12
12
12
lmerockflll.
ASTM D1586
was 2500 psl
nominal comPresslve strength concrete.
Cure time 48 hours.
Anchor modelwas installed ln 2500 psicured
slab and verticanypu[ed todestruction' :
Vertlcal pull-out ln dense'llmerock fl[ ASTM
D1586 Bow Count gA'42 ' i
Formal testing not avallable.
Formal testing not avallable.
Formal testing not available
10880# sfl6r5
12,100# 5116182
8500#
(est.)
2&O#
(est.)
500#
(est.)
conducted bY The Pittsburgh
Scrvices and the Southwest Research lnstitute. The
av;.tilable upon request. Please lonrard your request thls lnformation to:
TIE DOWN ENGIN rNC.
5901 Wheaton
Atlanta, Georgia
17
:
TESTINGINDEPENDENT
fiil.
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9.3)
NS
22-5.4.
I2-5.4
2-5.4.61
(ASTM A90-6e).
NOTE: Sllt orcut edgos ol zlnc coated steel ng do not need to be zlnccoaled'
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HOME
1937 !
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NCS BC A225.1
MANUFACTU
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. All
IRON OR STEEL
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