2000-09-18 Excavation Obseration & Const Materials Testing
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337 31ST AVENUE SOUTH - PO BOX 325 -WAITE PARK, MN 56387
OFFICE: 320-253-4338 - FAX: 320-253-4547
September 18. 2000
Mr. Jerome Kuechle
Kuechle Underground
PO Box 509
Kimball. MN 55353
RE: 00-092 Excavation Observation & Construction Materials Testing
Albertvillas Phase L Albertville. Minnesota
Dear Mr. Kuechle:
As requested and authorized by you. Independent Testing Technologies. Inc. has conducted
visual observations and compaction tests at the above referenced site in Albertville.
Minnesota. Our services were conducted on an intermittent trip basis. The scope of our
work was limited to the following:
· Observing the bottoms of the completed mass excavations for the proposed building
pads.
· Drilling hand auger borings in the bottom of the completed'excavations.
· Evaluating the suitability of the exposed soils for support of the anticipated fill and
building loads.
· Conducting compaction tests in fill placed to attain proposed sub grade elevation.
· Summarizing the results of our services in a written report.
DESIGN INFORMATION
We understand the proposed construction will consist of single family dwellings. We
further assume that the structures:
· Building Pads are 60' deep
. Will be one or two stories in height.
. Will have half or full basements.
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September 18. 2000
Albertvillas Phase I
Albertville. Minnesota
Page 2
· Will have light foundation loads. less than 1.500 pounds per square foot (pst).
· Will use wood-trame and masonry block or cast-in-place concrete construction.
· Will have normal tolerance to settlement.
· Will be constructed in accordance \vith the applicable building code requirements.
Deviations from the above design information could necessitate altering our conclusions
and recommendations.
BACKGROlJND INFORMATION
A Grading and Erosion Control Plan prepared by E.G. Rud & Sons. dated February 8.
2000. was made available tor our use at the site. This grading plan was used in
conjunction with our observation and testing work. as well as preparation tor this report.
EXCAVATION OBSERVATIONS
We observed the excavations for the proposed building areas on an intermittent basis
during the period from April 26. 2000 through September 6, 2000. Our observations
consisted primarily of periodic visits to the site coordinated with the excavating contractor.
During our visits, shallow hand auger borings were conducted'in the bottoms of the
completed excavations. In some portions of the site, test pits "Yere excavated by the
contractor at our request to aid in exploring subsurface soil conditions. The soils
encountered were classified in general accordance with ASTM D2488. Estimates were
made of the soil strength characteristics, based on resistance to advancement of the hand
auger.
The soils exposed in the bottoms of the completed excavations and encountered in hand
auger borings and test pits consisted of naturally deposited soils. These soils consisted of
lean clay. sandy lean clay. clayey sand. and silty sand with lenses of wet poorly graded
sand. The soils encountered were judged to be suitable for support of the fill and
anticipated structural loadings.
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September 18. :2000
Albertvillas Phase I
Albertville. Minnesota
Page 3
In the majority of the excavated areas. subsurface water \vas observed entering the
excavation. The excavations \vere kept in a relatively dry condition so that we could
observe the excavation bottoms prior to placing till.
Observations pertaining to elevations and locations were made and referenced to
construction staking set by project surveyors and the contractor. Based on this information.
it is our opinion a suitabk l: I latt:ral on:rsize of tht: ~xcavation bottom and subsequent till
\Vas maintained arollnd th~ pt:rimeter of the planned building pads.
FILL COMPACTION TESTING
During the period of May 3.2000 through July. \ve conducted a total of 59 soil density
tests in the placed to attain proposed subgrade elevation. These density tests were
conducted primarily on an intermittent basis. The tield density tests were then evaluated
against the laboratory standard proctor maximum dry density (ASTM 0698) to arrive at a
percent compaction level for that test location. The results of these tests have been sent to
you under separate cover as they became available. These test results indicate that the
recommended minimum compaction level was met or exceeded at the locations and
elevations of final tests.
In the areas where the initial tests indicated insufficient compaction was attained with the
initial compactive effort, the area was reworked until subsequ~nt tests designated "retest"
indicated the recommended compaction level had been achieved. Such reworking
normally consisted of aeration to attain proper moisture content and then recompaction, or
replacement of the wet fill soils.
In most areas, the on-site clay soils were used as compacted fill. These natural clay soils
were generally at a moisture content above optimum.
SUMMARY
A summary of the excavation observations we performed in the building excavations is
presented in the attached tabulation. Estimated excavation bottom elevations are included
in this tabulation. The attached tabulation indicates lots where earthwork has been
completed in accordance with project specifications. It is our understanding that lots
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September 18. 2000
Albertvillas Phase I
Albertville. Minnesota
Page 4
6. 7. 8. Block I and lots 1-5. Block 2 \vere not corrected.
Based upon the results of our visual observations and hand auger borings. it is our opinion
that the soils tinally exposed in the observed excavations consisted of naturally deposited
soils. These soils \vere judged to be suitable for support of till and foundation loads.
The results of 59 soil compaction tests taken during filling operations indicate that final
tests met or exceeded the specitied minimum compaction le\'t~1 ~lt the devations and
locations tested.
In the majority of the building pads. clayey site soils \vere used for compacted till at depths
where subsurface water may be present. I f future foundation exc,l\.ation. primarily deeper
\valk-our footin!2'.s. extend in to these saturated soils. some softenin!2'. or disturbance mav
- -.
occur. I f this does occur. some subcutting and replacement \vith a free draining
sand-gravel \vill become necessary at the time of building construction.
We have attempted to make observations and perform tests representative of the work
executed but have not observed or tested each and every increment of the work. No
warranty. expressed or implied. is made.
Mr. Kuechle. it has been our pleasure to be of service to you on this project. If you have
any questions about the services provided, please feel free to contact us.
Sincerely,
~d'd~
~i;heII A. Lynch,
Project Manager
pat1t JO~t.E.,
Project Engineer
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INDEPENDENT TESTING TECHNOLOGIES INC., PO Box 325, Waite Park MN 56387
Phone (320) 253-4338 Fax (320) 253-4547
CLIENT: Busse Construction
PROJECT: Albertvlila
Albertville. MN
PROJECT 11 00-92
TEST DATE 5/1/00
SOIL
CLASS/FICA TION
SAMPLE #
P-1
Std
698
B
PROCTOR TYPE
ASTM D
METHOD
CL Sandy Lean Clay wla trace of Gravel. brown
OPTIMUM MOISTURE CONTENT 17 7%
MAXI,'v1UM DENSITY
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INDEPENDENT TESTING TECHNOLOGIES INC., PO Box 325. Waite Park MN 56387
Phone (320) 253-4338 Fax (320) 253-4547
CLIENT: Busse ConstructIon
PROJECT: Albertvlila
Albertville. MN
PROJECT /I 00-92
TEST DATE 5/8/00
SOIL
CLASSIFICA TION
SAMPLE #;
PROCTOR TYPE
ASTM D
METHOD
P-2
Std
698
8
CL Sandy Lean Clay. trace of Gravel. brown
OPTIMUM MOISTURE CONTENT
19.5%
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INDEPENDENT TESTING TECHNOLOGIES INC.. PO Box 325, Waite Park MN 56387
Phone (320) 253-4338 Fax (320) 253-4547
CLIENT: Kuechle Underground
PROJECT: Albertvllla
Albertville. MN
PROJECT II 00-92
TEST DATE 6/15/00
SOIL
CLASSIFICATION
SAMPLE #
PROCTOR TYPE
ASTM D
METHOD
P-3
Std
698
B
CL Sandy Lean Clay wia trace of Gravel. brown
OPTIMUM MOISTURE CONTENT 17.1%
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INDEPENDENT TESTING TECHNOLOGIES INC.. PO Box 325. Waite Park MN 56387
Phone (320) 253-4338 Fax (320) 253-4547
CLIENT: Kuechle Underground
PROJECT: Albert Villas
Albertville, MN
PROJECT 11 00-92
TEST DATE 7/18/00
SOIL
CLASSIFICA TION
SAMPLE ;;
PROCTOR TYP'=.
ASTM D
METHOD
P-4
Sid
698
B
CH Fat Clay w/a trace of Gravel. brown
OPTIMUM MOISTURE CONTENT 279%
MAXIMUM DENSITY
pet
92
93.0
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92.0
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90.0 ' i .' ,+ ,
25,0 26,0
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27.0 28.0 29.0
MOISTURE CONTENT, (%)
: '
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30.0 31.0
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-.
INDEPENDENT TESTING TECHNOLOGIES INC., PO Box 325, Waite Park MN 56387
Phone (320) 253-4338 Fax (320) 253-4547
CLIENT: Kuechle Underground
PROJECT: Albert Villas
Albertville. MN
PROJECT fl 00-92
TEST DATE 8/8/00
SOIL
CLASSIFICA TION
SAMPLE #
PROCTOR TYPE.
ASTM D
METHOD
P-5
Std
698
C
Class 5
OPTIMUM MOISTURE CONTENT
11.3%
MAXIMUM DENSITY
1276
pet
129.0
.-----. -------.--- 1-------------
____... ____+_.__.___..u___
..------.-- -- -- --------..---.- - ... ...- -_.------ ----- ._--------~
--.------- ..----- "--"'-"---'''' ..... ... ---....----.--....- -- ----.-
128.0
----.
127.0
-
-
(J
c.
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l-
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z
w
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>-
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c
125.0
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I ! ! I
,
,
,.
, "
f
r
124.0
123.0
9.0
10.0
11.0
MOISTURE CONTENT, (%)
12.0
13.0
CLIENT: Kuechle Underground
PROJECT: Albert Villas
Albertville, ,\/IN
PROJECT # 00.92
TEST DATE 8/21 lOa
SOIL
CLASSIFICA TION
INDEPENDENT TESTING TECHNOLOGIES INC., PO Box 325, Waite Park MN 56387
Phone (320) 253-4338 Fax (320) 253-4547
SAMPLE # .
PROCTOR TYPE
ASTM D
METHOD
P.6
Std
698
8
CL-ML Sandy Siity Clay fine grained wia trace of Gravel. fight brown
OPTIMUM MOISTURE CONTENT 270%
-
(j 92.0
E:
>=
....
en
z
w
Q
>-
a:::
Q 91,0
90,0
89,0
23,0
MAXIMUM DENSITY
93
pet
94.0
1-__ --------- -_.-_ h.
-----'-
. -......:..
- - .---- ... - .. -_.---!..
., . -- .. --- -- -- ---. _. -... .-. - - -.--, -----:-
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-...........
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----1----------1---- ------
93.0
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. I
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; 1: 1; I I :: !;:
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CC=_~ J..L' , i I U' . i L/++ I.: ' I' I I Ii I I ' j I ,I liT
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;-r'---- - -'r- : l ;! i i: i , Ii' .! i,
F
24.0
25,0
26.0 27,0
MOISTURE CONTENT, (%)
28.0
29.0
30.0
. -', .'.' '-."
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 2,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
..,....
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Dry Densitv % Moisture Dry Densitv Compaction Compaction Result
1 5-1-00 P-1 CL 17.7 109.5 19.4 105.2 96 95 PASS
2 5-1-00 P-1 CL 17.7 109.5 20.1 104.5 95 1/2 95 PASS
Benchmark:
Depth Below
Test # Test Location Fin. Subarade
1 Lot 3, Block 3, Center of Pad (Pad Fill) 5'
2 Lot 2, Block 3, Front of Pad (Pad Fill) 3'
1c:0092-2
"
. ....
.. - -.- ....-. .
. . .
. .
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 4, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
.......
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv ComDaction ComDaction Result
3 5-3-00 P-1 CL 17.7 109.5 19.1 104.5 95 1/2 95 PASS
4 5-3-00 P-1 CL 17.7 109.5 18.6 104.0 95 95 PASS
5 5-3-00 P-1 CL 17.7 109.5 19.5 105.7 96 1/2 95 PASS
6 5-3-00 P-1 CL 17.7 109.5 19.0 105.1 96 95 PASS
7 5-3-00 P-1 CL 17.7 109.5 18.1 106.2 97 95 PASS
Benchmark:
Test # Test Location
3 Lots 3 and 4, Block 3, Front Center of Pad, Pad Fill
4 Lots 1 and 2, Block 3, Front Center of Pad, Pad Fill
5 Lot 2, Block 3, Rear Center of Pad, Pad Fill
6 Lots 2 and 3, Block 1, Center of Pad, Pad Fill
7 Lots 1 and 2, Block 1, Center of Pad I Pad Fill
Elevation
957 1/2
956 1/2
954 1/2
955
955
1c:0092-7
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O: BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 8, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
***
Field Technician: RB
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Density % Moisture Dry Density Compaction Compaction Result
8 5-5-00 P-2 CL 19.5 103.8 19.4 102.5 99 95 PASS
9 5-5-00 P-2 CL 19.5 103.8 21.0 101.9 98 95 PASS
Benchmark:
Tut# Test Location Elevation
fa.. Lot 5, Block 4, Rear Center Pad 950.6
9, Lot 4, Block 4, 20' West of the Center Pad 951.1
~t :oL -
Daryl J. D/i. Project Manager
1 c:0092-9
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 9,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
......
Field Technician:
BP/MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Dry Density Compaction Compaction Result
10 5-8-00 P-1 CL 17.7 109.5 22.1 102.1 93 1/2 95 "FAIL
11 5-8-00 P-1 CL 17.7 109.5 18.4 106.0 97 95 PASS
12 5-8-00 P-1 CL 17.7 109.5 17.3 105.4 96 95 PASS
13 5-8-00 P-1 CL 17.7 109.5 22.5 102.3 93 1/2 95 "FAIL
Benchmark:
Test # Test Location
10 Lot 4, Block 4, Center of Pad, Pad Fill
11 Lot 5, Block 4, Center of Pad, Pad Fill
12 Lot 3 and 4, Block 4, Front of Pad, Pad Fill
;1'3.) Lot 3, Block 4. Front of Pad, Pad Fill
Elevation
951.5
951.5
951.5
951.5
1c:0092-13
.....
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
I?H: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 15, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
*'"*
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Density Compaction Compaction Result
14 5-9-00 P-2 CL 19.5 103.8 22.3 99.6 96 95 PASS
15 5-9-00 P-2 CL 19.5 103.8 21.9 100.7 97 95 PASS
16 5-9-00 P-2 CL 19.5 103.8 22.5 98.6 95 95 PASS
Benchmark:
Test # Test Location
-t4-c Lots 1 and 2. Block 4, Center of Pad, Pad Fill
(10) Lots 2 and 3. Block 4, Back of Pad, Pad Fill
-t6-- -ot 1, Block 4, Center of Pad, Pad Fill
Elevation
949
951
952
1c:0092-16
. . ~ . .. . .
. ~#~, .... '~<-'.. .
...
.INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 17, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
......
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Density % Moisture Drv Density Compaction Compaction Result
17 5-15-00 P-1 CL 17.7 109.5 18.6 107.0 971/2 95 PASS
18 5- 15-00 P-1 CL 17.7 109.5 19.2 104.1 95 95 PASS
19 5-15-00 P-1 CL 17.7 109.5 17.1 103.9 95 95 PASS
20 5-15-00 P-1 CL 17.7 109.5 15.3 106.4 97 95 PASS
21 5-15-00 P-2 CL 19.5 103.8 20.4 100.2 96 1 /2 95 PASS
22 5- 15-00 P-2 CL 19.5 103.8 21.0 99.6 96 95 PASS
Benchmark:
Test# Test Location Elevation
A"7 L..uf1: Block 4, Center of Pad, Pad Fill 950
IT
18 Lot 2, Block 4, Front Center of Pad, Pad Fill 954
(1g) Lot 3 and 4, Block 4, Front Center of Pad, Pad Fill 952
20 Lot 4 and 5, Block 4, Center of Pad, Pad Fill 953
(21, Lot 3, Block 4, Back of Pad, Pad Fill 954
-22 Lot 1, Block 4, Center of Pad-, Pad Fill . 952
1c:0092-22
SjSJY:
Daryl J. Dh , Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 19, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
*-
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Density Compaction Compaction Result
23 5-17-00 P-1 CL 17.7 109.5 20.1 104.1 95 95 PASS
24 5-17 -00 P-1 CL 17.7 109.5 19.8 105.6 96 95 PASS
25 5- 17-00 P-2 CL 19.5 103.8 23.6 100.0 96 1/2 95 PASS
26 5-17-00 P-1 CL 17.7 109.5 22.0 104.6 95 1/2 95 PASS
27 5-17-00 P-1 CL 17.7 109.5 19.6 105.3 96 95 PASS
Benchmark:
Test # Test Location Elevation
23 Lot 10, Block 1, Center of Pad, Pad Fill 954
24 Lot 9, Block 1, Center of Pad, Pad Fill 951
25 Lot 9 & 10, Block 1, Front of Pad, Pad Fill 95.5
,26 ~ot 1, Block 4, Front of Pad, Pad Fill 954
27 Lot 1 & 2, Block 4, Center of Pad, Pad Fill 955.5
1 c:0092-27
....
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 30,2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
***
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID# Classification Moisture Drv Densitv % Moisture Drv Densitv Comcaction Comcaction Result
28 5-22-00 P-1 CL 17.7 109.5 18.4 104.6 95 1/2 95 PASS
29 5-22-00 P-1 CL 17.7 109.5 20.7 103.9 95 95 PASS
30 5-22-00 P-1 CL 17.7 109.5 22.6 101.8 93 95 *FAIL
31 5-22-00 P-2 CL 19.8 103.8 23.1 100.6 96 1/2 95 PASS
32 5-22-00 P-2 CL 19.8 103.8 23.2 99.6 96 95 PASS
33 5-22-00 P-2 CL 17.7 109.5 21.6 104.1 95 95 PASS
Benchmark:
Test # Test Location Elevation
28 Lot 8, Block 3, Front of Pad, Left Side, Pad Fill 949
29 Lot 8, Block 3, Front of Pad, Left Side. Pad Fill 951
3G-- Lot-1-; Block 4,CeRter of Pad, Pad Fill 955 1/2
31 Lot 10, Block 1, Front of Pad, Pad Fill 956
32 Lot 9, Block 1, Back of Pad, Pad Fill 953 1/2
33 Lot 2, Block 4, Center of Pad, Pad Fill 955
1c:0092-33
SUb:t) nL
Daryl J. OhJid Project Manager
,-
-+._.-..
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 24,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
.....
Field Technician: Mo
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Compaction Result
34 5-23-00 P-1 CL 17.7 109.5 19.3 104.2 95 95 PASS
35 5-23-00 P-1 CL 17.7 109.5 20.0 105.1 96 95 PASS
30A 5-23-00 P-1 CL 17.7 109.5 18.0 107.2 98 95 PASS
Benchmark:
Test # Test Location
34 Lot 11, Block 3, Center of Pad, East Side, Pad Fill
35 Lot 11, Block 3, Back of Pad, East Side, Pad Fill
30A Retest of # 30
Elevation
947
949
955 1/2
Submitted By:
1c:0092-35
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 26,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
""'"
Field Technician:
MO/MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Orv Oensitv % Moisture Orv Densitv Comoaction Comoaction Result
36 5-24-00 P-1 CL 17.7 109.5 17.6 106.1 97 95 PASS
37 5-24-00 P-1 CL 17.7 109.5 16.4 109.6 100 95 PASS
38 5-24-00 P-1 CL 17.7 109.5 19.2 105.5 96 95 PASS
Benchmark:
Test # Test Location Elevation
36 Lot 11, Block 3, Back Center of Pad, Pad Fill 954
37 Lot 11, Block 3, Front Center of Pad, Pad Fill 953 1/2
38 Lot 10, Block 3, Center of Pad, Pad Fill 953
S"3'/~
Daryl J. Oh~ Project Manager
1c:0092-38
INDEPENDENT TESTING TECHNOLOGIES, INC.
, P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 26,2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
***
Field Technician:
MO/MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Comoaction Result
39 5-25-00 P-1 CL 17.7 109.5 14.8 110.5 101 95 PASS
40 5-25-00 P-2 CL 19.5 103.8 20.1 103.9 100 95 PASS
41 5-25-00 P-2 CL 17.7 103.8 18.8 103.2 99 95 PASS
42 5-25-00 P-2 CL 17.7 109.5 17.5 105.5 96 95 PASS
Benchmark:
Test# Test Location
39 Lot 11 f Block 3, Front Center of Pad, Bui/din Pad Fill
40 Lot 7, Block 3, Back of Pad, Bui/din Pad Fill
41 Lot 7, Block 3, Center of Pad, Bui/din Pad Fill
42 Lot 7, Block 3, Front of Pad, Bui/din Pad Fill
Elevation
955
949
951
953
1 c:0092-42
~JBY~L
Daryl J. de;n, Project Manager
~ .",' '. ~ ' .
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: May 30,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
,.......
Field Technician:
Mo/MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10 # Classification Moisture Drv Densitv % Moisture Orv Densitv Comoaction Comoaction Result
43 5-26-00 P-1 CL 17.7 109.9 18.6 106.0 96 1/2 95 PASS
44 5-26-00 P-1 CL 17.7 109.9 20.0 105.3 96 95 PASS
45 5-26-00 P-1 CL 17.7 109.9 19.2 104.4 95 95 PASS
Benchmark:
Test # Test Location Elevation
43 Lot 7, Block 3, Center of Pad (East Side), Pad Fill 945
44 Lot 7, Block 3, Center of Pad ( Middle), Pad Fill 947
45 Lot 7, Block 3, Front of Pad (East Side), Pad Fill 949
1c:0092-45
S~8Y: ,
Daryl J. D i Project Manager
. INDEPENDENT TESTING TECHNOLOGIES, INC.
.P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 7, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Busse Construction
*-
Field Technician: BP
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID# Classification Moisture Dry Densitv % Moisture Drv Densitv Comoaction Compaction Result
46 6-7-00 P.2 CL 19.5 103.8 18.5 102.5 99 95 PASS
47 6-7 -00 P-1 CL 19.5 109.5 16.5 113.2 103 95 PASS
48 6-7-00 P.1 CL 19.5 109.5 16.3 109.6 100 95 PASS
Benchmark:
Test #
46 Pad 9, Front Center
47 Pad 9, Front Center
48 Pad 10, Front and Center
Test Location
Elevation
952.5
949.5
954.5
1c:0092-48
Submitted 8; ~
Daryl ~1in~~- anag:r -
.~:>"""v;,<-::,.+"
.,
. ~. . -.
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 9. 2000
Project: 00-092
Albertvilla
Albertville. Minnesota
Client:
cc:
Kuechle Underground
.....,.
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Density % Moisture Drv Densitv Comoaction Comoaction Result
49 6-8-00 P-2 CL 19.5 103.8 22.9 98.6 95 95 PASS
50 6-8-00 P-2 CL 19.5 103.8 22.6 99.1 95 1/2 95 PASS
51 6-8-00 P-2 CL 19.5 103.B 21.0 99.7 96 95 PASS
52 6-B-00 P-1 CL 17.7 109.5 1B.6 107.6 9B 1/2 95 PASS
53 6-B-00 P-1 CL 17.7 109.5 1B.0 105.B 96 1 /2 95 PASS
54 6-B-00 P-1 CL 17.7 109.5 16.2 106.3 97 95 PASS
Benchmark:
Test # Test Location
49 Kahl Avenue. STA 1+25. Center Line, Sanita Sewer Trench
50 Kahl Avenue, STA 1+75. Center Line. Sanita Sewer Trench
51 Kahl Avenue. STA 2+00. Center Line. Sanita Sewer Trench
52 Kahl Avenue. STA 0+75, Center Line, San ita Sewer Trench
53 Lot 4, Block 6. Front Center of Pad, Pad Fill
54 Lot 6, Block 6. Front Center of Pad, Pad Fill
Depth Below
Fin Sub rade
4'
7'
10'
3'
947
949
1c:0092-54
.::..'::..:""::;~:'~.'
- . . - ~. .
" - - ....'" ".- ~.-._- . .-
-. >-~ :~F:E~~;~:~~~~~~~~.::
.-;:>. :.-;<:.::::-... ':.~>~~.:/::~~:
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 9, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*"'"
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Dry Densitv Compaction Comoaction Result
55 6-8-00 P.1 CL 17.7 109.5 17.9 107.3 98 95 PASS
56 6-8-00 P-1 CL 17.7 109.5 18.1 106.2 97 95 PASS
57 6-8-00 P-1 CL 17.7 109.5 17.6 106.8 971/2 95 PASS
58 6-8-00 P-1 CL 17.7 109.5 20.2 104.0 95 95 PASS
Benchmark:
Test # Test Location
55 Lot 7, Block 6, Front Ri ht of Pad, Pad Fill
56 Lot 9, Block 6, Front Center of Pad
57 Lot 14, Block 6, Middle Center of Pad
58 Lots 6 and 7, Block 3, Front Center of Pads
Elevation
951 1/2
953.0
952.0
953
1c:0092-58
Daryl J hein, Project Manager
,.:.....~.::'. ..
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 9, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
>HHl'
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Orv Oensitv % Moisture Orv Oensitv Compaction Comoaction Result
59 6-9-00 P-1 CL 17.7 109.5 32.6 95.6 87 95 *FAIL
60 6-9-00 P-1 CL 17.7 109.5 30.0 97.5 89 95 *FAIL
61 6-9-00 P-1 CL 17.7 109.5 26.8 99.6 91 95 *FAIL
62 6-9-00 P-1 CL 17.7 109.5 22.6 104.6 95 1/2 95 PASS
63 6-9-00 P-1 CL 17.7 109.5 20.1 105.1 96 95 PASS
64 6-9-00 P-1 CL 17.7 109.5 19.3 106.2 97 95 PASS
Benchmark:
Test # Test Location
59 Kahl Avenue, STA 3+75, Center Line Sanita Sewer
60 Kahl Avenue, STA 3+50, Center Line Sanita Sewer
61 Kahl Avenue, STA 3+25, Center Line San ita Sewer
62 Lots 3 and 4, Block 6, Front Left of Pad, Pad Fill
63 Lots 5 and 6, Center of Pad, Pad Fill
64 Lot 10, Block 6, Front Center of Pad, Pad Fill
Depth Below
Fin Sub rade
10'
6'
4'
944
953
955 1/2
1c:0092-64
s~/~,
Daryl J. Dhetrl", Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 12, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
***
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Comoaction Result
65 6-12-00 P-1 CL 17.7 109.5 17.8 106.6 97 95 PASS
66 6-12-00 P-1 CL 17.7 109.5 18.5 105.5 96 95 PASS
67 6-12-00 P-1 CL 17.7 109.5 18.8 107.1 97 1/2 95 PASS
68 6-12-00 P-1 CL 17.7 109.5 19.0 106.4 97 95 PASS
69 6-12-00 P-1 CL 17.7 109.5 20.6 105.0 95 1/2 95 PASS
Benchmark:
Test # Test Location
65 Lot 3, Block 6, Front Center of Pad, Pad Fill
66 Lot 18. Block 7, Front of Pad, Pad Fill
67 Lots 3 and 4, Block 6, Back of Pad, Pad Fill
68 Lot 3, Block 6, Center of Pad, Pad Fill
69 Lot 19, Block 7, Center of Pad, Pad Fill
Elevation
948
946.0
950.0
948
948
I 1 c:0092-69
3'; 2J~
Daryl J. Ql(ein, Project Manager
. . - . -. .
" ,. .....-,.-..... ..
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 16, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*"'"
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID# Classification Moisture Drv Density % Moisture Drv Density Comoaction Compaction Result
70 6- 13-00 P-1 CL 17.7 109.5 23.6 100.7 92 95 *FAIL
71 6-13-00 P-1 CL 17.7 109.5 24.1 99.6 91 95 *FAIL
72 6-13-00 P-3 CL 17.1 111.4 21.0 103.6 93 95 *FAIL
73 6- 13-00 P-3 CL 17.1 111.4 20.0 103.9 93 95 *FAIL
74 6- 13-00 P-3 CL 17.1 111.4 22.6 100.4 90 95 *FAIL
75 6- 13-00 P-3 CL 17.1 111.4 22.1 101.6 91 95 *FAIL
Benchmark:
Depth Below
Test # Test Location Fin Subarade
70 Kaqan Avenue, STA 3+00, Center Line Sanitary Sewer 9'
71 Kaaan Avenue, STA 2+50, Center Line Sanitary Sewer 6'
72 Lot 17, Block 7, Back Center of Pad, Pad Fill 944
73 Lot 18, Block 7, Front Center of Pad, Pad Fill 950
74 Lot 18, Block 7, Back of Pad, Pad Fill 948
75 Lot 17, Block 7, Front of Pad, Pad Fill 946
1c:0092-75
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 19, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*"'*
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Densitv % Moisture Dry Density Compaction Comoaction Result
76 6- 14-00 P-2 CL 19.5 103.8 23.6 99.6 96 95 PASS
77 6-14-00 P-2 CL 19.5 103.8 23.0 98.6 95 95 PASS
78 6- 14-00 P-2 CL 19.5 103.8 22.9 99.2 95 1/2 95 PASS
Benchmark:
Test # Test Location
76 Lot 15, Block 7, Front Center of Pad, Pad Fill
77 Lot 15, Block 7, Center of Pad
78 Lot 16, Block 7, Back of Pad
Elevation
950
948.0
953
1 c:0092-78
Ie
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 19, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
***
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Comoaction Result
79 6-15-00 P-1 CL 17.7 109.5 26.0 97.4 89 95 *FAIL
80 6- 15-00 P.3 CL 17.7 109.5 24.1 100.7 92 95 *FAIL
81 6-15-00 P-3 CL 17.7 109.5 23.6 101.8 93 95 *FAIL
Benchmark:
Test # Test Location
79 53rd Street ST A: 9+00, Center Line, San ita Sewer
80 Lot 14. Block 7, Back of Pad, Pad Fill
81 Lot 13, Block 7, Front of Pad, Pad Fill
Depth Below
Fin Sub rade
10'
950 1/2
953
1c:0092-81
"
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 19, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
"**
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Result
82 6-16-00 P-3 CL 17.1 111.4 17.6 109.1 98 95 PASS
83 6- 16-00 P-1 CL 17.1 109.5 20.0 105.7 96 1/2 95 PASS
84 6-16-00 P-1 CL 17.1 109.5 19.6 106.2 97 95 PASS
Benchmark:
Test # Test Location
82 Lot 12. Block 7, Back of Pad, Pad Fill
83 Lot 12, Block 7, Front of Pad, Pad Fill
84 Lots 11 and 12. Center of Lots, Pad Fill
Elevation
9471/2
949 1/2
945
1 c:0092-84
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 20, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*"""
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date fD# Classification Moisture Drv Densitv % Moisture Dry Density Compaction Compaction Result
85 . 6-19-00 P-2 CL 19.5 103.8 22.6 99.1 95 1/2 95 PASS
86 6-19-00 P-3 CL 17.1 111.4 18.0 107.4 96 1/2 95 PASS
87 6-19-00 P-3 CL 17.1 111.4 19.9 105.9 95 95 PASS
Benchmark:
Test # Test Location
85 Kahl Avenue, STA 9+50, Center Line, Sanita Sewer
86 Kahl Avenue, STA 9+25, Center Line, Sanita Sewer
87 Kahl Avenue, STA 9+00, Center Line, Sanita Sewer
Depth Below
Fin Sub rade
8'
6'
4'
1 c:0092-87
,....',.-. .<
. -. .,-'.,-.
.,.....-..
. .' .. ~ <.-
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 22, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*....
Field Technician: MAL
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Drv Density Compaction Compaction Result
88 6-20-00 P.3 CL 17.1 111.4 19.6 106.3 95 1/2 95 PASS
89 6-20-00 P-1 CL 17.7 109.5 18.9 105.1 96 95 PASS
90 6-20-00 P-1 CL 17.7 109.5 18.0 105.7 96 1/2 95 PASS
72A 6-20-00 P-3 CL 17.1 111.4 19.6 108.1 97 95 PASS
73A 6-20-00 P-3 CL 17.1 111.4 19.2 107.0 96 95 PASS
74A 6-20-00 P.3 CL 17.1 111.4 20.0 107.4 96 1/2 95 PASS
Benchmark:
Test # Test Location
88 Lot 7, Block 3, Front of Pad, Ri ht Side, Pad Fill
89 Lot 7, Block 3, Center of Pad, Ri ht Side, Pad Fill
90 Lot 7, Block 3, Back of Pad, Ri ht Side, Pad Fill
72A Retest of 72
73A Retest of 73
74A Retest of 74
Elevation
945
947
949
944
950
948
1c:0092-90
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 22, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
....,.
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place in Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Dry Density Compaction Comoaction Result
75A 6-21-00 P.3 CL 17.1 111.4 18.8 108.6 971/2 95 PASS
80A 6-21-00 P-3 CL 17.1 111.4 21.0 105.7 95 95 PASS
81A 6-21-00 P.3 CL 17.1 111.4 20.5 106.4 95 1/2 95 PASS
91 6-21-00 P-1 CL 17.7 109.5 21.8 99.6 91 95 "FAIL
Benchmark:
Test # Test Location
75A Retest of 75
80A Retest of 80
81A Retest of 81
91 Kahl Avenue, STA 1+50, Center Line Watermain
Elevation
946
950 1/2
953
5'
1c:0092-91
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 23, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
n*
Field Technician: MAL
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Densitv % Moisture Dry Densitv Compaction Compaction Result
92 6-22-00 P-1 CL 17.7 109.5 19.4 105.1 96 95 PASS
93 6-22-00 P-1 CL 17.7 109.5 19.5 104.3 95 95 PASS
94 6-22-00 P-2 CL 19.5 103.8 21.6 98.6 95 95 PASS
Benchmark:
Test # Test Location
92 Kahl Avenue, STA 8+60, Center Line, Watermain
93 Lot 10, Block 7, Center of Pad, Pad Fill
94 Ka an Avenue STA 2+00, Center Line Sanita Sewer
Depth Below
Fin Sub rade
5'
946
3.5'
SUbm:51111- ~
Daryl J. Ohein~PrOject Manager
1c:0092-94
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 27.2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
""..
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID # Classification Moisture Dry Densitv % Moisture Drv Densitv Compaction Comoaction Result
95 6-26-00 P-3 CL 17.1 111.4 14.2 109.5 98 95 PASS
96 6-26-00 P-3 CL 17.1 111.4 14.1 110.8 99 95 PASS
97 6-26-00 P-3 CL 17.1 111.4 17.4 105.3 95 95 PASS
98 6-26-00 P-3 CL 17.1 111.4 14.6 109.6 98 95 PASS
99 6-26-00 P-1 CL 17.7 109.5 21.4 103.8 95 95 PASS
100 6-26-00 P-1 CL 17.7 109.5 23.1 102.8 93 1/2 95 "FAil
Benchmark:
Test # Test Location Elevation
95 Lot 20. Block 7, Center of Pad. Pad Fill 953 1/5
96 Lot 21, Block 7, Center of Pad, Pad Fill 951
97 Lot 22, Block 7, Center of Pad, Pad Fill 951
98 Lot 23, Block 7. Center of Pad, Pad Fill 951.4
99 Lot 9, Block 7, Center of Pad. Pad Fill 952
100 53rd Street @ ST A 2+00, 50' South of Manhole #10, Watermain 4'
1 c:0092-1 00
SUbmije By: L
D Jj ~-
'-Daryl J. D~in, Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 29, 2000
Client:
cc:
Kuechle Underground
Project: 00-092 Albertvilla
Albertville, Minnesota
..-
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor I Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Density % Moisture Dry Density Comoaction Comoaction Result
101 6-27-00 P-3 CL 17.1 111.4 15.9 105.6 95 95 PASS
102 6-27-00 P-3 CL 17.1 111.4 20.7 106.7 95 1/2 95 PASS
103 6-27-00 P-3 CL 17.1 111.4 18.1 107.7 96 1/2 95 PASS
104 6-27-00 P-3 CL 17.1 111.4 21.0 106.0 95 95 PASS
105 6-27-00 P-2 CL 19.5 103.8 25.4 96.3 93 95 "FAIL
Benchmark:
T est# Test Location Elevation
101 Lot 18, Block 6, North half of Pad, Pad Fill 953
102 Lot 17, Block 6, Center of Pad, Pad Fill 953.5
103 Lot 8, Block 7, Center of Pad, Pad Fill 948.2
104 Lot 7, Block 7, Southwest half of Pad, Pad Fill 948
105 53rd Street @ STA 8+00, Watermain 3'
1 c:0092-1 05
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 29, 2000
Client:
cc:
Kuechle Underground
.,.,.
Project: 00-092 Albertvilla
Albertville, Minnesota
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date lD# Classification Moisture Dry Densitv % Moisture Dry Density Compaction Compaction Result
106 6-28-00 P-1 CL 17.7 109.5 15.9 106.3 97 95 PASS
107 6-28-00 P-1 CL 17.7 109.5 22.3 i01.4 92 1/2 95 "FAIL
108 6-28-00 P-1 CL 17.7 109.5 22.8 101.0 92 95 "FAIL
109 6-28-00 P-1 CL 17.7 109.5 17.5 106.3 97 95 PASS
110 6-28-00 P-1 CL 17.7 109.5 26.0 100.9 92 95 "FAIL
111 6-28-00 P-1 CL 17.7 109.5 17.1 104.2 95 95 PASS
Benchmark:
Test # Test Location Elevation
106 Lot 12, Block 3, Center of Pad, Pad Fill 953
107 Lot 12, Block 3, Center of Pad, Pad Fill 953 1/2
108 Lot 5, Block 1, North half of Pad 953 1/2
109 Lot 5, Block 1, South half of Pad 955 1/2
110 Lot 7, Block 7, West half of Pad 954
111 Lot 8, Block 7, West half of Pad 954
1c;0092-111
Submitted By:
< ~2>L
Daryl in, Project Manager
<--;....
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: June 29,2000
Project: 00-092
Albertvi/Ja
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
.~::
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID# Classification Moisture Drv Densitv % Moisture Drv Densitv Comoaction Comoaction Result
112 6-28-00 P-1 CL 17.7 109.5 16.6 107.2 98 95 PASS
113 6-28-00 P-1 CL 17.7 109.5 17.1 108.6 99 95 PASS
Benchmark:
Test # Test Location Elevation
112 Lot 9, Block 7, West half of Pad 955
113 Lot 6, Block 4, South half of Pad 950
1 c:0092-113
L
.. - --'-.
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 5, 2000
Project: 00-092
A/bertvilla
Albertville, Minnesota
Client:
cc:
,.,.O'
Kuechle Underground
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In prace In Place Percent Specified
Test # Date 10# Classification Moisture Drv Density % Moisture Dry Density Comoaction Comoaction Result
114 6-29-00 P-1 Cl 17.7 109.5 19.0 104.5 95 95 PASS
115 6-29-00 P-1 Cl 17.7 109.5 17.3 106.1 96 1/2 95 PASS
116 6-29-00 P-1 Cl 17.7 109.5 30.3 98.6 90 95 "FAIL
117 6-29-00 P-2 CL 17.5 103.8 20.1 98.9 95 95 PASS
118 6-29-00 P-1 Cl 17.7 109.5 18.6 104.3 95 95 PASS
Benchmark:
Test fI. Test Location
114 lot 18, Block 6, Center of Pad, Pad Fill
115 Lot 17, Block 6, Center of Pad, Pad Fill
116 Service Connector for Lot 6, Block 4
117 Lot 6, Block 4, Center of South Half of Pad, Pad Fill
118 Lot 6, Block 4, Center of North Half of Pad, Pad Fill
Elevation
955
955
4'
953
955
:0092-118
SUb;itted 8 : :o~
Daryl J. Oh . ,Project Manager
,-
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 7, 2000
Client:
cc:
Kuechle Underground
Project: 00-092 Albertvilla
Albertville, Minnesota
*-
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date lD# Classification Moisture Drv Densitv % Moisture Drv Densitv Comoaction Comoaction Result
107A 6-30-00 P-1 CL 17.7 109.5 18.5 106.3 97 95 PASS
108A 6-30-00 P-1 CL 17.7 109.5 19.0 104.5 95 95 PASS
110A 6-30-00 P-1 CL 17.7 109.5 20.1 103.9 95 95 PASS
119 6-30-00 P-3 CL 17.1 111.4 14.3 112.0 100 1/2 95 PASS
120 6-30-00 P-1 CL 17.7 109.5 20.1 104.4 95 95 PASS
121 6-30-00 P-1 CL 17.7 109.5 18.6 106.9 97 95 PASS
Benchmark:
Test# Test Location Elevation
107A Retest of 107 955 1/2
108A Retest of 108 953 1/2
110A Retest of 110 954
119 Lot 20, Block 7, Center of Pad, Pad Fill 955
120 Lot 21, Block 7, Center of Pad, Pad Fill 955
121 Lot 22, Block 7, Center of Pad, Pad Fill 954
1c:0092-121
Submitted By: L
fi!J I -
~ /
Daryl J. Dhei I reject Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 7, 2000
Client:
cc:
Kuechle Underground
Project: 00-092 Albertvilla
Albertville, Minnesota
*-
Field Technician: BH
x Nuclear Method (ASTM D2922)
Modified Proctor (ASTM D 1557)
x
Sand Cone Method (ASTM D1556)
Standard Proctor (ASTM D698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Dry Densitv % Moisture Dry Densitv Compaction Compaction Result
122 6-30-00 P-1 CL 17.7 109.5 16.8 106.3 97 95 PASS
123 6-30-00 P-2 CL 19.5 103.8 20.9 98.9 95 95 PASS
124 6-30-00 P-2 CL 19.5 103.8 18.7 99.9 96 95 PASS
125 6-30-00 P-2 CL 19.5 103.8 18.7 102.0 98 95 PASS
Benchmark:
Test # Test Location Elevation
122 Lot 23, Block 7, Center of Pad, Pad Fill 950
123 Lot 24, Block 7, Center of Pad, Pad Fill 950
124 Lot 24, Block 7, Center of Pad, Pad Fill 953
125 Lot 23, Block 7, Center of Pad, Pad Fill 953
~1~
Daryl J. D~ Project Manager
1c:0092-125
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 13, 2000
Client:
cc:
Kuechle Underground
"""*
Project: 00-092 Albertvilla
Albertville, Minnesota
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Result
126 7-7-00 P-2 CL 19.5 103.9 27.8 96.4 93 95 -FAIL
127 7-7-00 P-1 CL 17.7 109.5 20.0 103.9 95 95 PASS
128 7-7-00 P-1 CL 17.7 109.5 19.8 104.1 95 95 PASS
129 7-7-00 P-1 CL 17.7 109.5 20.9 105.3 96 95 PASS
130 7-7-00 P-1 CL 17.7 109.5 19.9 103.6 95 95 PASS
131 7-7-00 P-1 CL 17.7 109.5 18.5 1 04.7 95 1/2 95 PASS
Benchmark:
Test # Test Location
126 Lot 8. Block 1. Services Connector
127 Lot 8, Block 4, Center of North Half, Pad Fill
128 Lot 8, Block 4, Center of South Half, Pad Fill
129 Lot 9, Block 4, Center of South Half, Pad Fill
130 Lot 9, Block 4, Center of North Half, Pad Fill
131 Lot 1, Block 5, Center of North Half, South of 52nd Avenue, Pad Fill
Depth Below
Fin Sub rade
5'
3'
2'
1/2'
1
Fin Sub rade
1c:0092-131
SU~itted~y: L
~~ 'J) -
Daryl J. Ohe Project Manager
..... .. .... -..
. .. '. :...:' .......- .... .
. .
... ..-.....:
.
;"~.'.' .
<'." .~--.:~.~::::.,::-~ .
..: .. ....
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 13, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
**'"
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Drv Densitv % Moisture Dry Densitv Compaction Comoaction Result
132 7-7-00 P-2 CL 19.5 103.9 20.0 105.1 96 95 PASS
133 7-7-00 P-1 CL 17.7 109.5 19.9 103.9 95 95 PASS
134 7-7 -00 P-1 CL 17.7 109.5 19.2 105.9 96 1 /2 95 PASS
135 7-7-00 P-1 CL 17.7 109.5 18.2 105.8 96 1/2 95 PASS
136 7-7-00 P-1 CL 17.7 109.5 18.4 105.5 96 95 PASS
137 7-7-00 P-1 CL 17.7 109.5 16.6 109.4 100 95 PASS
Benchmark:
Test # Test Location
132 Lot 1, Block 4. Center of South Half, Pad Fill
133 Lot 2, Block 4, Center of South Half, Pad Fill
134 Lot 2, Block 4, Center of North Half, Pad Fill
135 Lot 3, Block 4, Center of North Half, Pad Fill
136 Lot 3, Block 4, Center of South Half, Pad Fill
137 Lot 4. Block 4, Center of South Half, Pad Fill
Depth Below
Fin Sub rade
Fin Grade
Fin Grade
l'
Fin Grade
l'
Fin Grade
1 c:0092-137
:5'1&
Daryl J. oain, Project Manager
.....
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 13, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv Comoaction Compaction Result
138 7~7-00 P~3 CL 17.1 111.4 16.4 107.3 98 95 PASS
139 7~7-O0 P-3 CL 17.1 111.4 18.2 107.8 96 1 /2 95 PASS
140 7-7-00 P-3 CL 17.1 111.4 16.2 106.9 96 95 PASS
141 7-7-00 P-3 CL 17.1 111.4 18.6 106.4 95 1/2 95 PASS
142 7-7-00 P-3 CL 17.1 111.4 24.6 102.4 92 95 "FAIL
143 7-7-00 P-3 CL 17.1 111.4 18.0 105.9 95 95 PASS
Benchmark:
Test # Test Location
138 Lot 4, Block 4, Center of North Half, Pad Fill
139 Lot 5, Block 4, Center of North Half, Pad Fill
140 Lot 5, Block 4, Center of North Half, Pad Fill
141 Lot 5, Block 4, Center of South Half, Pad fill
142 Lot 6, Block 4, Center of North Half, Pad Fill
143 Lot 6, Block 4, Center of North Half, Pad Fill
Depth Below
Fin Sub rade
Fin Grade
31/2'
Fin Grade
2'
4'
l'
1c:0092-143
ein, Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 13, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
--
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Orv Oensitv % Moisture Orv Densitv Comoaction Comoaction Result
144 7-7-00 P-3 CL 17.1 111.4 18.2 106.9 96 95 PASS
Benchmark:
Depth Below
Test # Test Location Fin Subarade
144 Lot 6. Block 4. Center of South Half. Pad Fill 3'
1c:0092-144
Submitted ':, '-. / _
])~J~
naryl J. O~n, Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 13, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*"""
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Orv Oensitv % Moisture Orv Oensitv Comoaction Comoaction Result
145 7-12-00 P-2 CL 19.5 103.8 22.0 98.9 95 95 PASS
Benchmark:
Test # Test Location
145 Lot 5, Block 5, West Half of Pad, Pad Fill
Depth Below
Fin Sub rade
4'
1 c:0092-145
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 14, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
,....,.
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Density % Moisture Dry Density Compaction Compaction Result
146 7 -11-00 P-3 CL 17.1 111.4 19.0 107. 8 96 1 /2 95 PASS
147 7 - 11-00 P-3 CL 17.1 111.4 19.0 108.7 971/2 95 PASS
148 7-11-00 P-3 CL 17.1 111.4 18.6 105.9 95 95 PASS
149 7-11-00 P-1 CL 17.7 109.5 17.4 103.7 95 95 PASS
150 7-11-00 P-1 CL 17.7 109.5 26.0 100.3 91 1/2 95 "FAIL
151 7-11-00 P-1 CL 17.7 109.5 18.6 104.0 95 95 PASS
Benchmark:
Test # Test Location
146 Lot 2. Block 8. West 1/2 of Pad, Pad Fill
147 Lot 3. Block 8, Center of Pad. Pad Fill
148 Lot 1, Block 8. Center of Pad, Pad Fill
149 Lot 3, Block 5. South 1/2 of Pad, Pad Fill
150 Lot 3. Block 5. North 1/2 of East 1/2 of Pad, Pad Fill
151 Lot 4, Block 5, North 1/2 of Pad, Pad Fill
Depth Below
Fin Sub rade
1 1/2'
l'
1 1/2'
Fin Grade
3'
Fin Grade
S:J;j8Y: L
Daryl J. Dhei~project Manager
1c:0092-151
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Oate: July 14,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*"*
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Drv Densitv Compaction Comoaction Result
152 7- 11-00 P-1 CL 17.7 109.5 20.0 105.7 95 1/2 95 PASS
150A 7-11-00 P-1 CL 17.7 109.5 19.6 103.9 95 95 PASS
Benchmark:
Depth Below
Test# Test Location Fin Subarade
152 Lot 2, Block 5, South 1/2 of Pad, Dad Fill Fin Grade
150A Retest of #150 3'
1 c:0092-152
SubmitteqJBy: L
bvY I]) -
Daryl J. ~in, Project Manager
:;d~1~~3'~;~~~~~#'~:'~~~~;~~;;,~;t~i::=~t:~~,:~:~f'
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 28, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
-
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Density % Moisture Drv Density Compaction Compaction Result
153 7-12-00 P-2 CL 19.5 103.8 22.0 98.6 95 95 PASS
Benchmark:
Test # Test Location
153 Lot 5, Block 5, West 1/2 of Pad, Pad Fill
Depth Below
Fin Su rade
4'
1c:0092-153
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 14, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
,.".,.
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Orv Oensitv % Moisture Orv Oensitv Comcaction Compaction Result
154 7 - 13-00 P-1 Cl 17.7 109.5 25.0 99.6 91 95 "FAil
155 7-13-00 P-1 Cl 17.7 109.5 23.0 102.5 93 1/2 95 "FAil
156 7-13-00 P-1 Cl 17.7 109.5 25.1 101.3 92 1/2 95 "FAil
157 7-13-00 P-1 Cl 17.7 109.5 19.0 106.4 97 95 PASS
158 7-13-00 P-1 Cl 17.7 109.5 23.0 103.0 94 95 "FAIL
Benchmark:
Test #
154
155
156
157
158
Depth Below
Fin Sub rade
Fin Grade
3'
3'
3'
3'
1c:0092-158
Submitted By:.... /
~~
Daryl J. in, Project Manager
~~:;'-":~'":.: ~
. -..;: -.
". ' '; "/'?,,, ..::j::':W;;;?;"';:~"~;':~.l:Y~'":;:J:::t~~~::::'
" "W"-. '-~.i?Y' -~....~~. "
. ... .2:.:~)~.;;::1~;=':!~:~~;~EY~'.
" .
-'..:. :-~.~. .....:....: -<::.
, ::..~.:' . -. ..". "
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 19, 2000
Client:
cc:
Kuechle Underground
***
Project: 00-092 Albertvilla
Albertville, Minnesota
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Result
159 7-14-00 P-1 CL 17.7 109.5 22.4 100.6 92 100 *FAIL
160 7-14-00 P-1 CL 17.7 109.5 14.4 110.6 101 100 PASS
161 7-14-00 P-1 CL 17.7 109.5 19.0 108.4 99 100 *FAIL
162 7-14-00 P-1 CL 17.7 109.5 17.2 107.3 98 100 *FAIL
163 7-14-00 P-1 CL 17.7 109.5 14.4 110.6 101 100 PASS
164 7-14-00 P-1 CL 17.7 109.5 20.9 106.3 97 100 *FAIL
Benchmark:
Test #
159 KahlAvenue
160 KahlAvenue
161 Kahl Avenue
162 KahlAvenue
163 KahlAvenue
164 Ka an Avenue
Test Location
ST A 1 +00, 5' South of Center Line
ST A 2+50, 3' North of Center Line
STA 4+25, Center Line
STA 7+50,5' South of Center Line
STA 9+50, Center Line
STA 1+00,5' East of Center Line
1c:0092-164
. . .
. " ...
--:;,:" > H) ').i . ". 'i ,.... H.' :" , .. .:: ~'~~~:;:~2:~fj;~-
.... . : - .. . ."0" : .... .: .-" ."'.". ". :::....:. ........;..<:....~. -; :::.::~..:.;.;~l :..~ ..; .+.
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 19, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*-
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Density Compaction Comcaction Result
165 7-14-00 P-1 CL 17.7 109.5 19.9 105.7 96 1 /2 100 *FAIL
142A 7-14-00 P-3 CL 17.1 111.4 24.0 102.5 92 95 *FAIL
Benchmark:
Test Location
STA 3+50,5' East of Center Line
Depth Below
Fin Sub rade
Fin Sub rade
4'
1c:0092-165
!Jo'~~::.::::..~ ::. ~ _;. ,
............;_. .
.;...~. .'.' -
......_.,~ ,. 'or._-.-----:-~~;:_-
- < : ; ~.. ':: :', . ",- -
:: ~"::'.>,~~f;.:~~~...:
: ':'.~~<~~i1:I~1::::~, ~-'"
- .. - . . .. .
.' .",: :.~'~~"~
- . - . ~ -. '-
. -.. - '.........:- .'~ ,.... .
-- . , ..
,"~' .'. - .'......... '.
-~..' ,,'
.-..... . . . ". .. .... ,.
::;:~>:::~~~~:;~; . .~:~:;~<~;~!t:::;~~':~~~0:::.
....', '.' .
. .,..
'. .....
.. .... ','.'
'. '. .'.
~ . ."...
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FI'ELD COMPACTION TESTS
Report Date: July 19, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: BH
.x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Dry Density Compaction Comoaction Result
166 7-17-00 P-3 CL 17.1 111.4 14.0 105.6 95 100 "FAIL
167 7-17-00 P-3 CL 17.1 111.4 12.5 109.7 98 100 "FAIL
168 7-17-00 P-3 CL 17.1 111.4 10.5 110.0 98 1 /2 100 "FAIL
169 7-17 -00 P-3 CL 17.1 111.4 10.2 110.2 98 1/2 100 "FAIL
1428 7-17-00 P-3 CL 17.1 111.4 13.2 108.7 971/2 95 PASS
170 7-17-00 P-4 CH 27.9 111.4 30.1 88.0 95 1/2 95 PASS
8enchmark:
Test # Test Location
166 STA 8+25,5' North of Center Line
167 ST A 4+45, 5' South of Center Line
168 STA 3+00,5' North of Center Line
169 3rd Street STA 1+00,12' West of Center Line
1428 Retest of 142A
170 Lot 1, Block 5, Center of Pad, Pad Fill
Depth Below
Fin Sub rade
Rn Sub rade
Fin Sub rade
Fin Sub rade
Fin Sub rade
Fin Sub rade
Fin Sub rade
SU. bmi~: ~
1 P b~
n~'J? j,(jPmlP.r.t Manam=!r
}^t'-:~~:'< '~'.:'~~'-- >.:-i> <..>....~<-.:.~:..:~;~:~::::~::::::-::~.:;::<~;<:;:<~::::::..~..~:..".: ,~-::,..::-.<_ ,..... -. -.. ....... .'.. ~... ''',' " ". .
~"~"'7-; ,.;;~.,. : =-':l: ~:.... - ;:',: :;':::... .. .;:Z:>-~:: ":~: .-: :;~,;~:;:"~:\:;~':~""::'::":;: ..' .L':"~::: >'~~;~'~~~~'>;i3:,,:~;':~2~~::~~i~~~~:.~.;."::;-~:;;~]E:I~.G. :.'
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 20, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*""*
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Dry Density Compaction Compaction Result
171 7-19-00 P-1 CL 17.7 109.5 16.0 106.7 92 95 PASS
172 7-19-00 P-1 CL 17.7 109.5 16.7 103.8 95 95 PASS
Benchmark:
Test # Test Location
171 Lot 6, Block 6, Center of Pad, Pad Fill
172 Lot 5, Block 6, Center of Pad, Pad Fill
Depth Below
Fin Sub rade
5'
6'
1c:0092-172
Submitted 'Eft. : ),
j)~~ ))~
, J
Daryl J. o~n, Project Manager
-.,- ..
.' k..._ '-.._."_'-
~. .."-_.
.-. ;..:::.-.
.......-.-..-'
~. .. - .~..-.':' ~..;~,:t--:.,-:-~ ."~~. - .-. ~ ,", ~~.-:~-~~:..<--~:::;::.:::~~:~~;~:;~~,~~::-....
. n."",~;;~";"
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 20,2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
,..,.
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Densitv % Moisture Drv Densitv Comoaction Comoaction Result
173 7-20-00 P-4 CH 27.9 92.0 30.0 89.6 97 95 PASS
174 7-20-00 P-4 CH 27.9 92.0 29.2 90.1 98 95 PASS
175 7-20-00 P-4 CH 27.9 92.0 26.8 89.9 98 95 PASS
176 7-20-00 P-4 CH 27.9 92.0 24.6 91.8 100 95 PASS
Benchmark:
Test # Test Location
173 Lot 2, Block 5, Center of Pad, Pad Fill
174 Lot 3, Block 5, Center of Pad, Pad Fill
175 Lot 4, Block 5, Center of Pad, Pad Fill
176 Lot 5, Block 5, Center of Pad, Pad Fill
Elevation
954
952
950
956
1 c:0092-176
"
t~~~.:; ::". : .~.:... .. . ',. '.:-- ..: ;;'~'>..:.\::~:.J~~:~~~:~~~:::;~':. ~:, ..' ::. '~':~::::'::-.:>' ::. .:,.... ':':~:':'- -. :". ::..:.::.:;~{ .-:~~.. . - _:':;;~:~:~~~~~::~~f'~:'.~~~::i;~:::~:~<:::~~~i~~~~:.~..
..::;:..~ . . . .. '.' ~---~ ..~' ". .-. .-.-....-
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 25, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
**""
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10 # Classification Moisture Dry Densitv % Moisture Drv Densitv Compaction Comoaction Result
177 7-24-00 P-2 CL 17.1 111.4 17.7 109.5 98 1/2 95 PASS
178 7-24-00 P-2 CL 17.1 111.4 19.7 105.3 95 95 PASS
179 7-24-00 P-2 CL 17.1 111.4 16.8 109.3 98 95 PASS
180 7-24-00 P-2 CL 17.1 111.4 17.2 108.3 97 95 PASS
181 7-24-00 P.2 CL 17.1 111.4 15.2 110.2 99 95 PASS
182 7-24-00 P-2 CL 17.1 111.4 15.8 110.1 99 95 PASS
Benchmark:
Test # Test Location Elevation
177 Lot 2, Block 6, Back of Pad, Pad Fill 948
178 Lot 1, Block 6, Front of Pad, Pad Fill 851
179 Lot 4, Block 6, Front of Pad, Pad RII 954 1/2
180 Lot 4, Block 6, Back of Pad, Pad Fill 949 1/2
181 Lot 5, Block 6, North 1/2 of Front of Pad, Pad Fill 955
182 Lot 6, Block 6, Front of Pad, Pad Fill 9521/2
1 c:0092-182
Submitted Bll L
c {)J ) I]) '-
Daryl J. Ohem, Project Manager
~~ ::~:::.:: ': :~~'~~,;~:,;;: :f~': ~~<'::: ~~- .~~':~--.~:;:-~~;:~:~I?~;~~~>.~...
.~:~t~~~2.;~;..S~~t~~~'.7~;3:;:~?~~~':'",-,,,,~,,,'2'1~ii:_~~'
- -:.~. ::.: ,~...-:> '." .... .-::-. '.. - . - . - .' ". , . '. ,. - - .... .. :. .........-....
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 28, 2000
Project: 00-092 Albertvilla
Albertville. Minnesota
Client:
cc:
Kuechle Underground
....
Field Technician: BH
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Dry Density Compaction Comoaction Result
183 7-26-00 P-1 CL 17.7 109.5 18.9 106.4 97 95 PASS
184 7-26-00 P-1 CL 17.7 109.5 16.0 108.5 99 95 PASS
185 7-26-00 P-1 CL 17.7 109.5 16.1 109.0 99 1/2 95 PASS
Benchmark:
Test # Test Location
183 lot 32, Block 3, Front of Pad, Pad Fill
184 lot 33, Block 3. Center of Pad, Pad Fill
185 lot 31, Block 3, Front of Pad, Pad Fill
'Elevation
947
948
950
Submitted ~y:
~^.V 1 ~. ~ _
. ~ -" . . ~, " ." ". . . . . . . - .. .'. . - - . .
~~t;:~t~Y:i:":':!,';~:!iE':~;::0~~;;?'0~6\t;f'::;~"':f;?:(,..:~t~!,~j~:%~i\i'\~t;;~;-J!~~t
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: July 28, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
.......
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv ComDaction ComDaction Result
186 7-27-00 P-1 CL 17.7 109.5 16.4 107.9 98 1/2 95 PASS
187 7-27-00 P-1 CL 17.7 109.5 13.3 106.2 97 95 PASS
188 7-27-00 P-1 CL 17.7 109.5 19.3 103.8 95 95 PASS
Benchmark:
Test # Test Location
186 Lot 30, Block 3, Buildin Pad Fill
187 Lot 28, Block 3, Buildin Pad Fill
188 Lot 27, Block 3, Buildin Pad Fill
Elevation
950.50
951.30
947.00
S;J ~1L.~
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 1, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Drv Densitv Comoaction Comoaction Result
189 7 -28-00 P-1 CL 17.7 109.5 19.1 106.5 97 95 PASS
190 7-28-00 P-1 CL 17.7 109.5 17.0 110.8 101 95 PASS
Benchmark:
Test # Test Location Elevation
189 Lot 26, Block 3, BuildinQ Pad Fill 948.0
190 Lot 24, Block 3, BuildinQ Pad Fill 950.0
1c:0092-190
..-. ...
. .
:~
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 1, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10 # Classification Moisture Drv Density % Moisture Drv Density Compaction Comoaction Result
191 7-31-00 P-1 CL 17.7 109.5 18.6 106.3 97 95 PASS
192 7-31-00 P-1 CL 17.7 109.5 17.8 103.9 95 95 PASS
193 7-31-00 P-1 CL 17.7 109.5 17.6 108.2 99 95 PASS
Benchmark:
Test #
191 Lot 6, Block 6, Bui/din Pad Fill
192 Lot 4, Block 6, Buildin Pad Fill
193 Lot 2. Block 6, Bui/din Pad Fill
Test Location
Elevation
950.0
948.0
949.0
1c:0092-193
"
-~.. ~_._.. . ~~ ~
. ......
.......:4...
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 4, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
inIHr
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Comoaction Result
194 8-2-00 P-2 CL 19.5 103.8 24.6 98.6 95 95 PASS
195 8-2-00 P-1 CL 17.7 109.5 15.8 105.7 96 1/2 95 PASS
Benchmark:
Test # Test Location
194 Lot 19. Block 3, Bui/din Pad Fill
195 Lot 7. Block 6, Bui/din Pad Fill
Elevation
945.0
944.0
1 c:0092-195
'..-.. .
. ...
-~';" .-'..-'. ~ ....
'.. ,..
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 4, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
..,.,.
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum In Place
Test # Date ID# Classification Moisture % Moisture Result
196 8-3-00 P-1 CL 17.7 109.5 18.9 104.0 95 95 PASS
197 8-3-00 P-1 CL 17.7 109.5 14.8 110.1 1 00 1/2 95 PASS
198 8-3-00 P-1 CL 17.7 109.5 17.3 106.2 97 95 PASS
Benchmark:
Test# Test Location Elevation
196 Lot 7, Block 6, Bui/dinq Pad Fill 948.0
197 Lot 8, Block 6, Buifdinq Pad Fill 946.0
198 Lot 9, Block 6, Bui/dina Pad Fill 944.0
1c:0092-198
Submitted By: L
'- bJ/ ?J '
Daryl J. ohe , reject Manager
. ..--..<-.... ..
.. ~ +
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Oate: August 9, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
1t1t1t
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Result
199 8-7-00 P-1 CL 17.7 109.5 13.4 105.3 96 95 PASS
200 8-7-00 P-1 CL 17.7 109.5 14.6 106.2 97 95 PASS
201 8-7-00 P-1 CL 17.7 109.5 14.2 104.3 95 95 PASS
Benchmark:
Test # Test Location
199 Kaiser Court STA 2+20, Street Fill
200 Lot 9, Block 6, Buildin Pad Fill
201 Lot 23, Block 3, Buildin Pad Fill
Elevation
953.0
947.0
950.0
1c:0092-201
-
-
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 9,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
~,.,.
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10 # Classification Moisture Dry Density % Moisture Dry Density Compaction Comoaction Result
202 8-8-00 P-5 CL 5 11.3 127.6 8.6 127. 7 100 100 PASS
203 8-8-00 P-5 CL5 11.3 127.6 9.1 132.1 103 100 PASS
204 8-8-00 P-5 CL5 11.3 127. 6 7.6 131.1 102 100 PASS
205 8-8-00 P-5 CL 5 11.3 127.6 8.3 130.2 102 100 PASS
206 8-8-00 P-5 CL 5 11.3 127.6 7.6 128.8 101 100 PASS
207 8-8-00 P-5 CL5 11.3 127.6 7.8 130.0 102 100 PASS
Benchmark:
Test#
202 KahlAvenue
203 Kahl Avenue
204 KahlAvenue
205 KahlAvenue
206 KahlAvenue
207 Kahl Avenue
Test Location
STA 1+25,5' Left of Center line
STA 3+50, Center line
STA 5+75, 10' Ri ht of Center Line
STA 8+00, Center Line
STA 9+25,7' Left of Center line
STA 10+00,7' Ri ht of Center Line
Elevation
Fin Class 5
Fin Class 5
Fin Class 5
Fin Class 5
Fin Class 5
Fin Class 5
Submitted y:
1c:0092-207
'\
.....:.:>-;
.'.' . . - >
~ _ ',,"- ...... ..... .
..
. .
. <~:.'J'.":~'~::~~~?:~::'",:'-
. .
....,. :.:-~-~'.:> . -,. . '.: -.... .
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 9,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
w.,.,
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Density % Moisture Orv Oensitv Comoaction Comoaction Result
208 8-8-00 P-5 CL 5 11.3 127.6 7.4 129.3 101 100 PASS
209 8-8-00 P-5 CL 5 11.3 127.6 8.2 130.1 102 100 PASS
210 8-8-00 P-5 CL 5 11.3 127.6 7.6 127.8 100 100 PASS
211 8-8-00 P-5 CL5 11.3 127.6 8.3 128.7 101 100 PASS
212 8-8-00 P-5 CL 5 11.3 127.6 8.2 129.2 101 100 PASS
213 8-8-00 P-5 CL5 11.3 127.6 7.8 129.7 101 1/2 100 PASS
Benchmark:
Test #
208
209
210
211
212
213
Elevation
Fin Class 5
Fin Class 5
Fin Class 5
Fin Class 5
Fin Class 5
Fin Class 5
Submitted By:
,V~~
Darvl J. n. Proiect Manaaer
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 10, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
....,.
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Compaction Result
214 8-9-00 P-1 CL 17.7 109.5 18.3 106.2 97 95 PASS
215 8-9-00 P-1 CL 17.7 109.5 19.6 107.3 98 95 PASS
Benchmark:
Test #
214 Lot 4, Block 4, House Pad Fill
215 Lot 2, Block 4, House Pad Fill
Test Location
Elevation
952
952
1c:0092-215
SUbmitte~Y: ,
D~ j (7))~
Daryl J. Oflein, Project Manager
~:'.. .. :,.': .:' .--- :. ~.:.. .: :.~. :...~>_> --~:.~::~~=:::;~:.-; -/'~~2:~::::~:~:~:::=~~~:.~. ~ -.: . ) .-,~ .~~{:.~~~~ .~~~ .~<:~ .... , ....;~:::~<:~~::~:~~VX - '. .
. . .. .'<: -.....>~-: ~-:...:.. .... -.... .
.. .'. --,.., ".. :.
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 14, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Dry Densitv % Moisture Dry Densitv Compaction Comoaction Result
216 8- 1 0-00 P-1 CL 17.7 109.5 17.6 103.8 95 95 PASS
217 8-10-00 P-1 CL 17.7 109.5 18.2 105.3 96 95 PASS
218 8- 1 0-00 P-1 CL 17.7 109.5 18.3 104.8 96 95 PASS
219 8- 1 0-00 P-1 CL 17.7 109.5 18.8 106.2 97 95 PASS
Benchmark:
Test # Test Location Elevation
216 Lot 13, Block 6, House Pad Fill 946
217 Lot 12, Block 6, House Pad Fill 947
218 Lot 2, Block 5, House Pad Fill 954
219 Lot 4, Block 5, House Pad Fill 955
1 c:0092-219
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 14, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*-
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
T est# Date 10# Classification Moisture Drv Densitv % Moisture Drv Density Compaction Compaction Result
220 8- 11-00 P-1 CL 17.7 109.5 18.2 105.6 96 1/2 95 PASS
221 8- 11-00 P-1 CL 17.7 109.5 18.8 106.3 97 95 PASS
Benchmark:
Test#
220 Lot 14, Block 6, House Pad Fill
221 Lot 13, Block 6, House Pad Fill
Test Location
Elevation
949
948
1c:0092-221
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 15, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
.,.....
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID# Classification Moisture Drv Oensitv % Moisture Orv Densitv Comcaction Comoaction Result
222 8-14-00 P-2 CL 19.5 103.8 24.2 100.1 96 95 PASS
223 8- 14-00 P-2 CL 19.5 103.8 19.4 102.8 99 95 PASS
Benchmark:
Test #
222 Lot 1, Block 2, House Pad Fill
223 Lot 2, Block 2. House Pad Fill
Test Location
Elevation
949
948
1c:0092-223
:L
. Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 22, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
"....
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor I Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Compaction Result
224 8- 16-00 P-5 CL-ML 27.0 93.0 31.2 86.1 92 1/2 95 "FAIL
225 8-16-00 P-5 CL-ML 270 93.0 35.6 85.0 91 1 /2 95 "FAIL
226 8- 16-00 P-1 CL 17.7 109.5 16.6 106.3 97 95 PASS
Benchmark:
Test#
224 Lot 34, Block 2, House Pad Fill
225 Lot 35. Block 2, House Pad RII
226 Lot 1, Block 4, House Pad Fill
Test Location
Elevation
947
946
954
1c:0092-226
Submitted By:
D~~~~~ger
:~ ::;~< .:-"~,.:~:;.'::::;-~~:;::<~> -~:~~::-~,;:;.::-'.:"':::~::.:~:~~:~:: -:.
. '.... ~-., :~~. "~::' .' - '. -' ....'.... .
. " '.- .
. -. . . - . - - .
. ....
... .
- '" .:.:<;-_....:~>,_.:::~:..-:_~:~.::_~..~.~:::~~:;?~: .::~.~.:
. ~ .::, ..; - > ~~~<..;.~. ,
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 21,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
h*
Field Technician: CM
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID# Classification Moisture Drv Density % Moisture Drv Densitv Comoaction Comoaction Result
227 8- 18-00 P-1 CL 17.7 109.5 19.7 105.4 96 95 PASS
228 8-18-00 P-1 CL 17.7 109.5 20.1 105.3 96 95 PASS
229 8-18-00 P-1 CL 17.7 109.5 18.8 106.2 97 95 PASS
230 8-18-00 P-1 CL 17.7 109.5 17.9 107.3 98 95 PASS
231 8-18-00 P-1 CL 17.7 109.5 18.2 104.6 95 1/2 95 PASS
232 8- 18-00 P-1 CL 17.7 109.5 19.4 105.9 97 95 PASS
Benchmark:
Test # Test Location
227 Kahl Avenue STA 11+40, San ita Sewer
228 Kahl Avenue STA 12+50, Sanita Sewer
229 Kahl Avenue STA 13+80, Sanita Sewer
230 Kahl Avenue STA 14+50, Sanita Sewer
231 Kahl Avenue STA 16+00, Sanita Sewer
232 Lot 3, Block 5, House Pad Fill
Depth Below
Fin Sub rade
6'
4'
4'
4'
4'
948
1c:0092-232
.....
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 25. 2000
Project: 00-092 Albertvilla
'Albertville. Minnesota
Client:
cc:
Kuechle Underground
u.
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10 # Classification Moisture Drv Densitv % Moisture Dry Density Compaction Compaction Result
233 8-21-00 P-5 CL-ML 27.0 93.0 30.2 88.0 95 95 PASS
234 8-21-00 P-5 CL-ML 27.0 93.0 26.6 92.6 99 1/2 95 PASS
235 8-21-00 P-2 CL 19.5 103.8 21.5 101.5 98 95 PASS
224A 8-22-00 P-5 CL-ML 27.0 93.0 31.2 88.9 95 1/2 95 PASS
225A 8-22-00 P-5 CL-ML 27.0 93.0 26.6 93.8 101 95 PASS
Benchmark:
Test # Test Location Elevation
233 Lot 34, Block 3, House Pad Fill, West 1/2 of Pad , 948
234 Lot 35, Block 3, House Pad Fill, West 1/2 of Pad 947
235 Lot 2, Block 5, House Pad Fill, West 1/2 of Pad 950
224A Retest of 224 947
225A Retest of 225 946
1c:0092-235
S~bmited By: \
~~b~
Daryl J. h in, Project Manager
..~:. .~
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 25, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum I Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Drv Densitv Comoaction Comoaction Result
236 8-21-00 P-1 CL 17.7 109.5 21.4 100.4 92 95 "FAIL
237 8-21-00 P-1 CL 17.7 109.5 17.4 104.7 96 95 P,Il,SS
238 8-21-00 P-1 CL 17.7 109.5 20.2 104.8 96 95 PASS
239 8-22-00 P-1 CL 17.7 109.5 17.7 108.9 99 1/2 95 PASS
240 8-22-00 P-1 CL 17.7 109.5 20.8 104.0 95 95 PASS
241 8-22-00 P-3 CL 17.1 111.4 18.2 111.1 100 95 PASS
Benchmark:
Test # Test Location
236 52nd Street STA 7+00, Sanita Sewer Trench
237 52nd Street STA 4+50. San ita Sewer Trench
238 52nd Street STA 3+00, Sanita Sewer Trench
239 52nd Street STA 1+00, Sanita Sewer Trench
240 52nd Street West STA 1 +00, Sanita Sewer Trench
241 Lot 17, Block 3, House Pad Fill
Depth Below
Fin Sub rade
5'
4'
4'
4'
4'
950
1 c:0092-241
S:bttjBY
Daryl J. Dhe' ,
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 25, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
**"
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Comoaction Result
242 8-24-00 P-1 CL 17.7 109.5 19.2 105.1 96 95 PASS
243 8-24-00 P-1 CL 17.7 109.5 15.9 106.2 97 95 PASS
244 8-24-00 P-2 CL 19.5 103.8 18.6 98.6 95 95 PASS
245 8-24-00 P-2 CL 19.5 103.8 19.1 100.1 96 95 PASS
Benchmark:
Test #
242 Lot 14, Block 6, House Pad Fill
243 Lot 13, Block 6, House Pad Fill
244 Lot 37, Block 3, House Pad Fill
245 Lot 36, Block 3, House Pad Fill
Test Location
Elevation
953
952
949
950
1c:0092-245
5:edr ~L
Daryl J. ~e~roject Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 28,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
***
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Orv Densitv Comoaction Comoaction Result
246 8-25-00 P-2 CL 19.5 103.8 26.1 99.1 95 95 PASS
247 8-25-00 P-1 CL 17.7 109.5 21.1 108.2 99 95 PASS
248 8-25-00 P-2 CL 19.5 103.8 23.3 100.3 96 1/2 95 PASS
249 8-25-00 P-1 CL 17.7 109.5 19.6 106.3 97 95 PASS
250 8-25-00 P-1 CL 17.7 109.5 18.0 108.3 99 95 PASS
251 8-25-00 P-1 CL 17.7 109.5 16.7 109.3 100 95 PASS
Benchmark:
Test # Test Location
246 Lot 5, Block 4, House Pad Fill
247 2nd Street STA 11+50, Watermain Trench
248 52nd Street STA 10+00, Watermain Trench
249 52nd Street STA 7+50, Watermain Trench
250 52nd Street STA 5+50, Watermain Trench
251 52nd Street STA 3+50, Watermain Trench
Elevation
951
4'
4'
4'
4'
4'
1c:0092-251
Submitted B; ~
~n, Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 29,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*""
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Orv Densitv % Moisture Drv Oensitv Comoaction Comoaction Result
252 8-28-00 P-1 CL 17.7 109.5 21.2 104.0 95 95 PASS
253 8-28-00 P-1 CL 17.7 109.5 18.7 106.6 97 95 PASS
Benchmark:
Test#
252 KahlAvenue
253 Kahl Avenue
Test Location
STA 13+00, Watermain Trench
STA 16+00, Watermain Trench
~""" ..
Depth Below
Fin Sub rade
4'
4'
1c:0092-253
/
in, Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 31, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
"""
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Result
254 8-29-00 P-1 CL 17.7 109.5 19.3 107.7 98 95 PASS
255 8-29-00 P-1 CL 17.7 109.5 19.0 106.1 97 95 PASS
256 8-29-00 P-1 CL 17.7 109.5 18.3 105.6 96 95 PASS
257 8-29-00 P-1 CL 17.7 109.5 17.6 106.4 97 95 PASS
258 8-29-00 P-1 CL 17.7 109.5 16.9 108.2 99 95 PASS
Benchmark:
Test#
254 52nd Street
255 52nd Street
256 52nd Street
257 52nd Street
258 52nd Street
Test Location
STA 3+00, Service Trench
STA 6+00, Service Trench
STA 13+00, San ita Sewer
STA 15+00, Sanita Sewer
STA 16+25, Sanita Sewer
....'
Depth Below
Fin Sub rade
4'
4'
4'
4'
4'
1 c:0092-258
.......
- - . ."
~ ". .'~- -. . .-.
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 31, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
***
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor I Optimum I Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Compaction Result
259 8-30-00 P-1 CL I 17.7 109.5 18.8 105.8 97 95 PASS
260 8-30-00 P-1 CL 17.7 109.5 21.0 106.6 97 95 PASS
261 8-30-00 P-1 CL 17.7 109.5 16.8 107.4 98 95 PASS
262 8-30-00 P-2 CL 19.5 103.8 19.6 100.1 96 1/2 95 PASS
263 8-30-00 P-2 CL 19.5 103.8 22.1 99.4 96 95 PASS
264 8-30-00 P-2 CL 19.5 103.8 20.6 101.3 971/2 95 PASS
Benchmark:
Test #
259 51 st Street
260 51 st Street
261 51st Street
262 52nd Street
263 52nd Street
264 52nd Street
Test Location
STA 2+70, Sanita Sewer
ST A 0+80, San ita Sewer
STA 0+80, Sanita Trench
STA 9+00, Service Trench
STA 7+00, Service Trench
STA 2+20, Service Trench
..... '
Depth Below
Fin Sub rade
31/2'
31/2'
3 1/2'
31/2'
31/2'
31/2'
1c:0092-264
. '~.'"
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: August 31,2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
***
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum I Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Dry Density % Moisture Dry Density Comoaction Compaction Result
265 8-30-00 P-1 CL 17.7 109.5 19.5 106.6 97 95 PASS
266 8-30-00 P-1 CL 17.7 109.5 18.3 109.1 99 1/2 95 PASS
267 8-30-00 P-5 CL-ML 27.0 93.0 25.5 89.4 96 95 PASS
268 8-30-00 P-5 CL-ML 27.0 93.0 26.2 90.3 97 95 PASS
269 8-30-00 P-5 CL-ML 27.0 93.0 27.4 88.6 95 95 PASS
270 8-30-00 P-2 CL 19.5 103.8 21.1 98.6 95 95 PASS
Benchmark:
Test# Test Location Elevation
265 Lot 9. Block 12, House Pad Fill .... ' 952
266 Lot 10, Block 12, House Pad Fill 951
267 Lot 3. Block 12, House Pad Fill 954
268 Lot 4. Block 12. House Pad Fill 954
269 Lot 5, Block 12. House Pad Fill 955
270 Kahl Avenue (Q) STA 31+00. Street Fill 948
1 c:0092-270
SUb~'lyL
Daryl J. Dhei6';' Project Manager
.. .
_4 . .
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 5, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
,.,.,.
Field Technician: 8H
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab I In Place I In Place Percent Specified
Test # Date 10 # Classification Moisture Drv Densitv % Moisture Drv Densitv Compaction Compaction Result
271 9- 1-00 P-1 CL 17.7 109.5 18.1 105.3 96 95 PASS
272 9- 1-00 P-2 CL 19.5 103.8 19.6 98.9 95 95 PASS
273 9- 1-00 P-2 CL 19.5 103.8 21.2 98.6 95 95 PASS
274 9-1-00 P-1 CL 17.7 109.5 19.2 104.3 95 95 PASS
275 9-1-00 P-1 CL 17.7 109.5 18.3 105.6 96 1 /2 95 PASS
276 9- 1-00 P-1 CL 17.7 109.5 21.1 103. 7 95 95 PASS
8enchmarl<:
Test # Test Location
271 52nd Street, Service Connector for Lot 15, Block 3
272 Lot 1, Block 4, Front of Pad, Pad Fill
273 Lot 2, Block 4, Back of Pad, Pad Fill
274 Lot 6, Block 4, Front of Pad, Pad Fill
275 Lot 7, Block 4, Front of Pad, Pad Fill
276 Lot 8, Block 4, Front of Pad, Pad Fill
'-- "
Depth Below
Fin Sub rade
3'
950
953
956
955
954
1c:0092-276
Submitted By:
,yJ}~
Daryl J. ~ejn, Project Manager
-. _...-~ ~>;:,:_:~~...."'~':.~:::::: ~.~<> '~-" . ~ ""'c .'.: -.:..,,-.-;: ~'_' _~~.",>",--,.
-', - " .:....<::>....:: >: ._..~.;>:.-: ","
. - ,';"':- -<."
.'. . - . -,- .
~:: ~'":. ::>=~<~7=::'-::'~:;:;;:~<'>"=~-;:.:..;<::;;::.:;':.~:,:: ~_:':~ ::~:<~.~ .
:...-.<..::...-\:....~_.-->._.. >>". .... .'. .".-.'-.
._.~.._'.W..' "'. ,'._, . .,-' >._<~:-'>-:_',,:
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 6, 2000
Project 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
/'; Proctor Optimum Max Lab In Place In Place Percent Specified
Test # - [ ate 10 # Classification Moisture Drv Density % Moisture Dry Density Compaction Compaction Result
277 9- -00 P 1 CL 17.7 109.5 19.6 1045 95 1/2 95 PASS
-I
278 9- -00 P-5 CL-ML 27.0 93.0 26.6 91.4 98 95 PASS
Benchmark:
Test # Test Location
277 Lot 24, Block 2, Pad Fill, Phase "'
278 Lot 14, Block 2, Pad Fill, Phase III
Elevation
950
947
1c:0092-278
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 7, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*-
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
j Proctor Optimum Max Lab In Place In Place Percent Specified
Test# Date 10# Classification Moisture Drv Densitv % Moisture Dry Density Compaction Comoaction Result
279 9- -00 P-3 CL 17.1 111.4 11.0 111.7 100 100 PASS
280 9- -00 P-3 CL 17.1 111.4 118 111.9 100 100 PASS
281 9- -00 P-3 CL 17.1 111.4 12.5 112.8 101 100 PASS
282 9- -00 P-3 CL 17.1 111.4 12.5 112.2 101 100 PASS
Benchmark:
Test #
279
280
281
282
Test Location
STA 1+00, Center Line
STA 4+00, 7' Ri ht of Center Line
STA 7+50,7' Left of Center Line
ST A 11 +00, 5' Left of Center Line
Elevation
Fin Sub rade
Fin Sub rade
Fin Sub rade
Fin Sub rade
1c:0092-282
E:~:;;'. .... ::~."::'. ~: "_
. . . - -. -.~
.. - .....:'".~ '_:-:::.'-"~- -'"' ~- ...,~ ..
. . '. . .
-;, -'~:.';~~.:.,,:' '-"'-:'"~""':~':"">":"::~'.~ -~--=-::..:-.;~,......-',..-- .~-
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 11, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
***
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Dry Densitv % Moisture Dry Densitv Compaction Comoaction Result
283 9-7-00 P-5 CL-ML 27.0 93.0 34.0 86.5 93 95 *FAIL
284 9-7 -00 P-5 CL-ML 27.0 93.0 36.6 88.3 95 95 PASS
285 9-7 -00 P-5 CL-ML 27.0 93.0 37.0 89.6 96 95 PASS
286 9-7-00 P-5 CL-ML 27.0 93.0 30.8 90.5 97 95 PASS
Benchmark:
TesU Test Location Elevation
283 Lot 31, Block 2, House Pad Fill, Front of Pad 955
284 Lot 31, Block 2, House Pad Fill, Middle of Pad 954
285 Lot 30, Block 2, House Pad Fill, Middle of Pad 954
286 Lot 29, Block 2, House Pad Fill, Middle of Pad 954
1c:0092-286
., ...
. . '.'
: '. :. ~~:~: ~~r::::~? ;~;.,...:. .:~ ~:~:~ ~ ~ :,", ;:;~~ ~~::~~~~"~:~~~~~ ~: : : .
. . '. '... '.-
. -.. .
.. . -.
; ,," : :":::~~~~~}~:;~::" ~~:*:.~ :....-:;':,~~~~~~~i~.:
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 11, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
***
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum I Max Lab In Place In Place Percent Specified
Test# Date 10 # Classification Moisture Drv Densitv % Moisture Drv Density Compaction Compaction Result
287 9-8-00 P-2 CL 19.5 103.8 19.4 98.8 95 95 PASS
288 9-8-00 P-2 CL 19.5 103.8 18.1 104.1 100 95 PASS
289 9-8-00 P-3 CL 17.1 111.4 18.8 107.9 97 95 PASS
290 9-8-00 P-3 CL 17.1 111.4 17.2 110.2 99 95 PASS
291 9-8-00 P-3 CL 17.1 111.4 17.6 110.4 99 95 PASS
283A 9-8-00 P-5 CL-ML 27.0 93.0 26.4 89.1 96 95 PASS
Benchmark:
T est# Test Location
287 Lot 27, Block 2. House Pad Fill, Middle of Pad
288 Lot 28, Block 2. House Pad Fill, Middle of Pad
289 Lot 29, Block 2. House Pad Fill, Middle of Pad
290 Lot 3, Block 3, House Pad Fill, Middle of Pad
291 Lot 2, Block 3, House Pad Fill, Middle of Pad
283A Retest of 283
Elevation
953.40
955
955
949
949.50
955
1c:0092-291
S:~:Jld ~
Daryl J. Dheitf,Project Manager
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 12, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
*"''''
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Dry Densitv % Moisture Dry Densitv Compaction Compaction Result
292 9-11-00 P-1 CL 17.7 109.5 17.7 107.5 98 95 PASS
293 9- 11-00 P-1 CL 17,7 109,5 18,2 102.9 94 95 *FAIL
294 9- 11-00 P-1 CL 17.7 109.5 15.5 98.0 90 95 *FAIL
295 9- 11-00 P-1 CL 17,7 109,5 19.0 1 04.4 95 95 PASS
296 9-11-00 P-1 CL 17.7 109.5 21.7 98,6 90 95 *FAIL
297 9-11-00 P-1 CL 17.7 109.5 17.0 107.3 98 95 PASS
Benchmark:
Test #
292
293
294
295
296
297
Test Location
STA 12+00, Watermain Trench
STA 15+00, Service Trench
ST A 16+50, Watermain
STA 5+50, Watermain
STA 4+00, Watermain
STA 1+50, Watermain
Depth Below
Fin Sub rade
31/2'
31/2'
31/2'
31/2'
31/2'
31/2'
Submitted By:
1c:0092-297
"
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 12. 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
,.,.,.
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Drv Densitv Comoaction Comoaction Result
298 9- 11-00 P-1 CL 17.7 109.5 12.2 106.5 97 100 "'FAIL
299 9-11-00 P-1 CL 17.7 109.5 15.6 110.3 101 100 PASS
300 9-11-00 P-2 CL 19.5 103.8 18.5 100.3 96 1 /2 95 PASS
301 9.11-00 P-2 CL 19.5 103.8 21.3 100.6 97 95 PASS
Benchmark:
Test # Test Location
298 Kahle Avenue STA 14+50, Center Line
299 Kahl Avenue STA 16+50, 10' Left of Center Line
300 Lot 3, Block 3, House Pad Fill
301 Lot 2, Block 3, House Pad Fill
Elevation
Fin Sub rade
FinSub rade
952
951.50
1 c:0092-301
"
.' ,.. .
. -
:6..-:;.;.;:.......:.:'-.. ... ::~:.- ,
,., ".
. . . ~ . . ~".' . .
.... .. '...
.' __::;::~~~:~~:.1f.~~~~:::~~~~;~;:~~,~..~.::.;~;;~=;..':.
~.:. . ..:-. ;:~~.:.. .>. ::~~:~.:~:~::..:-~...:.::.~:~-..:.:::.~::-::}:..;~;... .
. .' ->. ... ........
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 13. 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
......
Field Technician: CM
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10# Classification Moisture Drv Densitv % Moisture Dry Density Compaction Comoaction Result
302 9-12-00 P-1 CL 17.7 109.5 18.9 107.5 98 95 PASS
303 9-12-00 P-1 CL 17.7 109,5 20.0 103.7 95 95 PASS
304 9.12-00 P-1 CL 17.7 109.5 16.5 107.6 98 95 PASS
305 9-12-00 P-1 CL 17.7 109.5 21.8 105.8 96 1/2 95 PASS
Benchmark:
Test #
302
303
304
305
Test Location
STA 0+25. Watermain
STA 2+00. Watermain
ST A 3+85, Watermain
STA 53+00. Watermain
Depth Below
Fin Su rade
31/2'
31/2'
31/2'
31/2'
1c:0092-30S
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 15, 2000
Project: 00-092 Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
....,.
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date 10 # Classification Moisture Dry Density % Moisture Dry Density Compaction Comoaction Result
306 9- 14-00 P-1 CL 17.7 109.5 18.9 104.0 95 95 PASS
307 9- 14-00 P-1 CL 17.7 109.5 17.6 107.6 98 95 PASS
308 9- 14-00 P-1 CL 17.7 109.5 18.7 104.3 95 95 PASS
309 9-14-00 P-1 CL 17.7 109.5 21.2 103.8 95 95 PASS
310 9- 14-00 P-1 CL 17.7 109.5 17.7 105.2 96 95 PASS
311 9-14-00 P-1 CL 17.7 109.5 16.5 106.1 97 95 PASS
Benchmark:
Test # Test Location
306 Kahl Avenue STA 49+00, Watermain Trench
307 Kahl Avenue STA 51 +00, Watermain Trench
308 Kaiser Court STA 0+30, Watermain Trench
309 Kaiser Court STA 2+00, Watermain Trench
310 51st Court STA 0+94, Service Trench
311 51st Court STA 1+16, Service Trench
Depth Below
Fin Sub rade
31/2'
31/2'
31/2'
31/2'
31/2'
31/2'
1c:0092-311
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.
INDEPENDENT TESTING TECHNOLOGIES, INC.
P.O. BOX 325, WAITE PARK, MN 56387
PH: (320) 253-4338), FX: (320) 253-4547
REPORT OF FIELD COMPACTION TESTS
Report Date: September 18, 2000
Project: 00-092
Albertvilla
Albertville, Minnesota
Client:
cc:
Kuechle Underground
"""
Field Technician: CKA
x Nuclear Method (ASTM 02922)
Modified Proctor (ASTM 01557)
x
Sand Cone Method (ASTM 01556)
Standard Proctor (ASTM 0698)
Proctor Optimum Max Lab In Place In Place Percent Specified
Test # Date ID # Classification Moisture Drv Densitv % Moisture Drv Density Comoaction Comoaction Result
312 9-15-00 P-5 CL-ML 2.7 93.0 34.9 85.5 92 95 "FAIL
313 9-15-00 P-1 CL 17.7 109.5 17.3 105.1 96 95 PASS
314 9-15-00 P-1 CL 17.7 109.5 18.2 105.6 96 1/2 95 PASS
Benchmark:
Test # Test Location Elevation
312 Lot 14, Block 1, House Pad Fill, Phase 3 950
313 51st Court (a) STA 6+60, Sanitary Sewer 31/2'
314 51st Court (a) STA 6+75, Sanitary Sewer 31/2'
~C:0092.314
Submitted By:
Da~1 ~J~'Man~ger