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MIL-STD-620A_NOTICE-1.013747.PDF
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MIL-STD-620A_NOTICE-1.013747.PDF
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Indicatedabove have been entered. ‘3Ms ~tice will he -d M a
check sheet.
‘!!MsIssuance, together vith appen&d pages, ia a sepmmtu
publication. Each notice is to be retained by Wocklng points ~il the
nili* WSndard i- completely revioed or aaacelled.
J US GOVERNMENT PRINTING OFFICE. 1981-703 -023/7014
Downloaded from http://www.everyspec.com
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MIL4TD42CM
a ‘-’Y 1%7
r’
mragraph 1.
mragraph 2.
2.1
2.2
Paragrq)h 3.
3.1
Paragraph k .
I%Lragraph5.
5.1
,/..
>..
c(MTmTs
SCOPE
...
...0.0.. . *O*..***** . *..******* ● o* O** OOo*O . . . . .
REFERENCED lmcurmm
...**.*.*.........................
Governmental
........................................
● .
?f?ongovernsmtal
..................
● *..............0....
lE~ITIOIVS
............*..*..*..
● ..000......********.*
Not applicable
.......................**...*.
● ....-...0
GENERAL S!m!mmT
........0.......*....................
lEIVULED REQUIREMENTS..
..................
● .*....,*....
Test methods
..........................................
Method 100.
Method 101.
Method 102.
kkthod 103.
lkthod I@.
Method 105.
Method 106.
1
1
1
1
1
1
1
1
Unit Weight, Marshall Stability and Flow
of Bitumtiousmuref3. ............0..... 3
Density and Percent Voids of Ckmpacted
Bituminous l%vlng Matures.. ............. 21
Gyrato~ Testing Mschine Method of De-
sign of Xot-Mtx BlttnuinousPavement...... 24a
Rcqwwties of Bituminous Mixtures in
Which More Than 10 Percent of &gregate
Exceeds l-b.
Maximum Size ............... 25
Measurement of Reduction in lkrshall
Stability of Bituminous mvements Caused
by Immersion in Water.................... 33
Deteminatlon
of Bulk-18px’egMt8d Specl-
fic Gmvity of Aggregate Proposed For Use
lnBituminouS Pavlng~es ............... 35
Determination of Water Content of Bitu-
minous Mixtures Using A 190n~le Sol-
vent
.....................0
. . . . . . . . . . . .*** 39
iv
-=
Downloaded from http://www.everyspec.com
KIL4TD-620A
?9 May 1967
7
,P
---
Figure 102-1.
NO-2 .
100-3.
X0=4 .
100-5.
100-6.
100-7.
100-8.
100-9.
100-10.
Figure 101-1.
101-2.
Figure 102-1.
102-2.
102-3.
102.4,
,,
C(MTEMTS
- Continued
Page
Tests (Continued)
.........0.........0
. . . . . . . . . . . . . . . . .
M?thod 107.
Evaluation of Rubberized-’X!arCement Pro-
poeed
Fbr Use As Binding Agent in Hot-
Mlx Rubberized-Tar %Vm@nt.. ............ 41
Mthod N8 .
Determining Degree of Stripping of
&gregate8
.............4......
● .00..0....
49
FIGURES
l&rshall stability test ap~tw. .................... 9
Marshall compaction mold and mold holder.............. lo
Compaction hansser
....0....0,...,...00............0,...
11
Marshall breaking head
..........
● ..,....*.............
12
Marshall compression testing amchine. ................. 13
Alternate Marshall test in mchlne with stress-strain
recorder..........
....................................
lk
Batch weight record form
....*...........*........*....
15
Sli~t~prow sqletitisbeet. .............~.....” 14
Opentextured s8mpletiti sheet. ...................... 17
Example ofrecordertita. ............................. 18
Nonporous
imsple
~iCal data and
(3~tcmy testing
data sheet.,....**.*.................
22
calculations
..........
. . . . . . . . . . . . . . .
23
machine for bituminow F@whg mix-
tures >.....
.........
. ..0.0... . . . . . . . . . . . . . . . . . . . ..*...
241
Steps in losdlng ~atoq testing smhl.ne............. pk~
Mixture design as dete.mned Wth m=to~ t@stlM
-chine
....................*,....
.*.*.,.......*.......
‘2kk
Form f’orrecordingmstits of tests................... 241
v
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