HomeMy WebLinkAbout1983-07-08 Soil Compaction Quality ReportSUBTERRANEAN ENGINEERING INC.
MINNEAPOLIS, MINNESOTA PHONE 546 - C'01i
COMPACTION QUALITY CONTROL TESTS
Project
2 Single family Dwellings
Report No
(I,T(!
TlST01
No
Ctv. Ihav 1S and Carman St.
Navarre Job No.
K''I VP
Me■,eu/n
laloratory
Dry Dp"soy
Oct
Sand Cone
Method ®
Indicated Percent Compaction:
A§TM
Nuclear
❑ CK
% Mox. Modified Proctor Dry Density
D-1557
Other
❑ ❑
% Max. Standard Proctor Ory Density
D-698
NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE .
2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW
TlInCludoliSlollill
(I,T(!
TlST01
No
Wei D~y
lotel
Sample
MOISTURE
CONTENT
/o
Oty Derleity
1 Cerncqd
Scone1
Me■,eu/n
laloratory
Dry Dp"soy
Oct
a
conpactw
11E[OTMENWTIONS
RF MCMI;
rte'
Dev naFe.
I� "
1
933
125.5
10.1
113.9
115.3
98.8
hle!ts specs.
Z
S31
126.0
10.8
113.8
115.3
98.6
1k
_
='
NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE .
2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW
Cb
4jA rY H
K t S
N
1k
_
='
SUBTERRANEAN ENGINEERING INC.
x MINNEAPOLIS, MINNESOTA PHONE 546-6938
COMPACTION QUALITY CONTROL TESTS
Project
tJIcl�ar ❑ B(
2 Single Pami Iv DweI I ings
Report No
2
I10I0
r esl
No
Ctv. Ilwv. 15 and Carman St. Navarre
,Job No
S-83139,
Maumwn
Laborot
Dr Den,j
y t
pCr
Sand Cone
Method ® Indicated
Percent Comoaction
AS TEA
% Max Modified Proctor Dry Density D-1557
Other ❑ ❑ % Max Standard Proctor Dry Density 0-699
NO TES I) ALL TESTS
CORRECTED
E AND/OR
DEt•tN RLIOW
I 001ing
STONE CONTENT, WHERE APPLICABLF
I10I0
r esl
No
Wet Denson
Of Totai
Sample
Includ.nq Stare)
MOISTURE
CONTENT
a
/o
Dry Density
ICorrected
For Stone)
Maumwn
Laborot
Dr Den,j
y t
pCr
%
lampaCtnn
RECOMMEND&TIONS
REWRKS
_
Fov, Gradif
Ge�9� Grade
T,11 Surface
'u1c fl
I.t83
128.2
115.0
11;.;
99.'
Meets specs
rr
a
`-'3'
]2J.9
8.1
11 -8
1 1 S :
98.'
i
NO TES I) ALL TESTS
CORRECTED
FOR
STONE CONTENT, WHERE APPLICABLF
2) APPROXIMATE
DENSITY
TEST
LOCATIONS ARE SHOWN BELOW
C
uyrY H
V r 5
_ SUBTERRANEAN ENGINEERING INC.
`
MINNEAPOLIS, MINNESOTA PHONE 546-6938
r COMPACTION QUALITY CONTROL TESTS
Project 2 Single
F•unily
Dwellings
Report No.
3
Wet OtneNr
Or Total
Sample
InCluO■tgStore
MOISTl1AE
CONTENT
u /o
Dry Demne
( Corrected
For Slone)
Cts'. HW%.
1S aild
Carman St.
Navarre Job No
S-83139
1u8-,
Sand Cone Method
®
8.1
Indicated jercent Compaction:
AS1M
N11clear
❑
CK
% Max. Modified Proctor Dry
Density D-1557
Other
❑
❑
% Max Standard Proctor Dry
Density 0-698
NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE
2 1 APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW
E ANO / (1R
DEVttI SEI OW
foot -ng
Dole
Test
NO
Wet OtneNr
Or Total
Sample
InCluO■tgStore
MOISTl1AE
CONTENT
u /o
Dry Demne
( Corrected
For Slone)
Mommum
loodotory
Dry DeneAt
PCf
CompOCt en
NECOMMENDITIONS
P! MCNltS
Floor Grade
Oesr nG. Ode
Fill SorfoCe
1u8-,
9;6'
131.;
8.1
112.2
115.3
97.3
Dteets specs.
9:4'
120.5
8.4
111.1
115.3
90.3
"
-
912'
121.8
8.9
111.9
115.3
97.0
"
vc
4
NOTES I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE
2 1 APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW
CIIUAIrY
H
Y. IS
vc
4
SUBTERRANEAN ENGINEERING INC.
MINNEAPOLIS, MINNESOTA PHONE 546-6938
COMPACTION QUALITY CONTROL TESTS
Project 2 Single Family Dwellings Report No. 4
Carman St., Navarre, Mn. Job No. S-83139
Sand Cone Method ® Indicate I Percent Compaction:
Nuclear ❑ ® % Max Modified Proctor Dry Density
Other ❑ ❑ % Max Standard Proctor Dry Density
ASTM
D-1557
0 698
NOTES' I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE.
2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW.
t
I
i
I
ELE� AHD/OR
DEPTH BELOW
fool mg—_
Floor Grade
Des, nGrode
D7fe
Test
N,j
small I
Wer Density
Of Toral
Sample
including Slone)
MOISTURE
CONTENT
o
/o
Dry DMurs
(CoI rsidedD,r
For Slone)
Morimum
Labororory
Density
PO
%
RECOMMENDATIONS
REMARKS
iii Surface
_
Irl)• 1!f
1:153
8
-0.5'
0351
115.4
10.3
105.5
115.3
91.S
,leets specs
Marginal Pas:
`
-))'51
938
129.7
9.9
114.6
115.3
99.4
"
NOTES' I) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLE.
2 ) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW.
t
I
i
I
'
• T
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