2003-02-03 Progress Report Testing & Observation of Soil Correction05/2012004 10:24 4973954
MATT BULLOCK C_ :-RAC
PAGE O'2
a'>
CONSULTaJG ENGINEERS-
14000 21 st Ave. No. / Minneefiolis, MN S5447
x Phone (763) 559-1859 / Fax C7:S31 559-0720
February 3, 2003
urn,I
Mt. Randy March .
Matt Bullock- Contr_adting Company, Inc.
1.4239 42'• Street Northeast
St. Michael, Minnesata�55376 GME Project No. 10158
RE: Progress Report -of • construction testing an-1 -observation
of, soil -correction for the Mike Potts commercial
property iri Albertville, Minnesota
Dear Mx<"March:
We have provided 'observation and testing for this project in
accordance with our proposal dated September-.;4, 2002. Our testing
has been 'provided .on." a past -time basis, co.; rdinated • through Matt
Bullock Contzactingls on -site personnel. Please refer to our
Transmittal -Left.er Report dated November 27, 2t",02 for: our- Daily Field
Reports and observations concerning the test pats that were excavated
earlier for. this : paraject. This report discuse4i s our observations and
testing during bti lciirag pad .preparation, and iI-_cludes our most • recent
Daily Field Reports and test results.
Backciround Information.
The site is locate 'a at the .southwest corner c�:> 60ch Street Northeast.
..And McKenzie Avenue : _Northeast . The - proposed '•,)ui lding will be on the
south half -of 'the lot; as " indicated on the dra'irings provided to us -by
Matt Bullock .Contracting, dated. December lb,_- 2002, which have been
incorporated ixito .our -Daily Field Reports. -est pits excavated on
September -24, 2002 "showed about 1.3 to 2 feei; of sanely silt. topsoil
over silty sand -and clay.:
Earthwork Tentin
We provided part. --time observation and testing during soil correction
for the proposed building pad. We observed arid -tested the base soils
after the . remo*Val of . topsoil and soft clays. The excavated soil was
stockpiled on time site,. -mainly on -the south side of the building pad.
WILLIAM C. •KWASNY, P.,E. THOMAS P. VENEMA, PE.
GREGORY R. REUTER, P.E., P,G. WILLIAM E. BLOEMENOAL, RE,
MARK O.'MILLSOFP, PG.
TAMMY A. HAKANSON, P.E.
RYAN F. SCHMIDT. P.E.
RICHARD W. PENNINGS, P.E.
a;.4 : An Equal Opportunity Employer
H
0-9120/2004 10: 24 4973954 " MA
-TT BULLOCKt:`'RAC PAGEti3
-
Mr. Randy March
2 February 3, 2003
-GMB Project No. 10158
_
The base soil consisited.of
moist silty sand:v clay. we performed
Static Cone Penetrometer.
(SCP) tests in the ba.:,_ soils. Leased on our
.r
test results, it -.is our
opinion that these roils are suitable to
support a design bearing
pressure of 3,000 pot:uds per square foot at
the locatians tested...
The base soil elevation
depths indicated on she Field Reports are
based on either -existing
grade or elevations o.E stakes provided .to us
:J
on a drawing dated December 16, 2002 from Mat--. 'Bullock Contracting.
The :dimensions and .extent of soil correction -,shown in our Field
Reports are approximate.
We recommend that I;he corrected area and
oversize be i.,ncprporated
into the project dravj.;ngs as the exact size
and location • of -the proposed
building was not: known* at the time of
soil correctitn.
Fill used to bring .the building pad to grade --consisted of .imported
brown silty clay.-- as - shdwn on our Proctor Gral:'z No. -1. We performed
nuclear field density tests in the compacted frill.* Our nuclear field
-density tests indicate that the majority of the fill met the
recommended 'compaction or 1fl4%- of the Standard Proctor Dry Density
(ASTM: D • 698) at.. the times, locations, and --le'vations tested. An
area of fill placed .on December 17, 2002, as indicated in the Daily
Field: Report-s', • had t:ra:ces of organic soil with:in. the. silty clay fill.
-The contractor w*a: -ngtified of this area of fill and we observed that
the contractor b.e'. o remove this fill and import better quality
clay soi-le. We- recommend that this area of fill be re -tested for
compaction -when the soil correction continues. At the time of this
report, the site grading within the building pad is not complete
Standard of Care
The conclusions contained. in this report rep%,esent. our professional
opinions, based. on our interpretation of the site observat-ions -and
test data. These opinions were arrived jt in accordance with
currently accepted engineering practices at Csis time. and location..
Other than this, no warranty is -implied or intr-nded. .
Closure
This report summarizes our observation and testing services provided
from December .7, 2002 'to January 4, 2003. We will continue to
provide testing for .- this project in accord.;:L*nce -with our proposal.
dated September' 24, '2.002 at your request. Cr-Ir Daily Field Reports
describing our on -site' activities were forwa:-ded 'previously, or are
Enclosed fax your. review.
OMR CGROULYANT.2, INC. �..
05/20/2064 10:24 4973954 HATT BULLOCK C 'RAC
PAGE 04
Mr.. Randy March
February 3, 2003
GME Project No*. 10158
If you have que . stioni". regarding this report, plttase- contact
Sincerely,
GME CONSULTANTS.,. -INC..
'-' Phil 'Berg,
Field Engineer
TdMY
a3t son,"' P.E.
'or rod ect 'Engineer
Enclojaures: Daiily Field *Reports
Nuclear Density Test Reports
Static Coi7ie-Penetrometer (SCP) TE.st Reports
Location Diagrams
Pro,6tor Grai*
PB,:spk
W.\PR%l0l5.8 Pros Ppt.s;&
QMK COMIULTAFAT6, IN*, . I
Q5/20/2► 04 10: 24 4973954 MATT BULLOCK C -RAC PAGE 05
.�:'E � CC�1V5�lhTAN'iS, INC... GME Job No. I Ci Ii
mot®clinical •Materials • Enviranni1aritai t� ,77"�
Y iaeapolis, MN Gro�by, MN Chicago. IL Job NE4[Me� t'�
3} 5$9-1858 (218) 548-637'1 (708) 430.1071 - Ti
v. Erna_ tional Falls, MN Janesville; WI `8) 283-2958 (608) 752-8050 Location
t futh. MN Mehomonia. WI
u'F8.1-722-4323 (715) 235-8844
DAILY FIELD REPORT
TIME: / , w v A PM/C1ATE:
$ -- WEATHER
,.M .. .
!_bcaxian of Work: l G •.¢ L Z7/-' •:'
EXc A1irC1Un, BBSE 9011; A U W/rf
` :'}ypa. of Fitt (Onits Imported
e �` ..sfi r� M z — �
r:1`}earation of ease Soil; "
;, ovation of Fill Placement:.P 411f-G
Finished eievadon: (j (j . �Q /iS l'� �•. C'} -
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;.#-ollow-up Report Required? 'YES O NO O
> i?lans and Specii`icationa. By:
SIGNED j°, RATE: '�' / /
Gate: _
Mid. You Observe Anything,Unexpected?
: `
05/,20/2004 10:24 4973954
MATT BULLOCK ( • FPAC-
PAGE .0F,
GM;ULTAIiiTS, INC.
Geotechnicai •• Materials • Environmentai
1400b 21st Avenue No.;
Minneapolis, MN 55447
-' (7631 559-1859:
Fox (763) 559-0720
STATIC, CONE PENETROMETER REPORT
GME PROJECT NO. 101,2
.PROJECT
AND LOCATIONeli
.-•ARCHITECT
-.-,-,ARCHITECT
OR ENGINEER
CONTRACTOR^�
:DESIGN
1•
SOIL BEARING PRESSURE
psf. REQUIRED PE ---CENT COMPACTION
.' .GENERAL AREA TESTED SLAB--- (
All lJ
1 FOOTINGS [ ) UTILITY '1 %,TENCHES 1 l PARKING LOT ( )
'.
FII-LD
TEST DATA REP0 RT
.)
TEST TEST
��m GATE ELEV. TEST LOCATION
•
SOIL DESCRIPTION PEMC-T* J4lETER ADEQUATE
REA :1dNG FOR DESIGN REMARKS
.'
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05/20/2004 10:24 4973954
E CONSULTANTS, INC'
tchnical + Materials + Enviironmdo'ta)
ipolis, MN
'Crosby, MN Chicago, IL
559-1.859
(216) 546-6371 (708) 43G 1071
itianai Falls, MN
Jan.esvil{q,, Wi
283-2958
(608] 752-805D
MN
Menomonie, WI
722-4323
(7151235-8P,44
MATT BULLOCK C' F;A
DAILY FIELD REPORT
PAGE 07
GME Job No. � Q ! sg.
Job N ameAt lke-
Locadollzz,et't7ntv/L LAC
L TIME: d AM )ATE
WEATHER:
ration of .Work. L- .�' - .� l L C v' �!'� 7" l o .tom .
vation Base Sok
SAY 4r
�ype. of Rin (onsite Ported] • �' G L.V ,c� � . �, ,N•� . • �
c,3tion-of Base Soil: "- 'L�. . y� 7^4y
An -of Fin Placement:
"� • .
►i�ished 1=iavation: - ofz is [ S f,u G ' -GR- It ACC C>
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`�iliotni tap Report .Required? YES' fl NO ❑ f Z
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.=
ang and.Specifications: By:. SIGNE ,=� ATE: / C
Date:
id -You Observe Anything Unexpected?
i
■
051.20/2004 10: 2'4 4973954 - MATT BULLOCK C PAC PAGE hr
., GNIE CONSULTANTS, INC.
Geotechnical • Materials. • Enviranmerital
.. 14000.31 st Avertue No.
r..;-=� Minneapolis, MN 55447
(763) 559-1859
Fax (763) 559-0720 -
GME PROJECT NO. Ot5'
STATIC: GONE. PENETROMETER REPORT'
PROJECT AND LOCATION P017'f g fIr0PGreMP Y �'�' L lfL��R
�r --�
3:'.ARCHITEGT OR 'ENGINEER
dy
—
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j ; t?ESlGN SOIL BEARING PRESSURE psf. REQUIRED PERCENT COMPACTION
"'GENERAL AREA TESTED) SLAB ( ) FOOTINGS ( ) UTILITY TRENCHES [ I PARKING -LOT ( )
?f p
FIELD TEST DATA
REPCI`RT'
TEST
W,. WIVIBER
DATE
'TEST'
ELEV..
C
TEST 6m6N
SOIL DESCRPTiON
PENETP(�►METER
REA VIVG
ADEQUATE
FOR DESIGN
REMARKS .
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05,/20/2004 10: 24
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, �31%559-1852 (2113)-,946-627-1 (708) 43&1071'
ii-'n4tional Falls MN Janesville, WI -
(608)75,2 . -80,50
rp—tk- MN. Menomonie', WI��t) 7�!2-4323 (715)23 58344'
MATT BULLOCK C -RA(
DAILY FIELD REPORT
PAGE 1 C1
GIVIE Job N6. I
Job Name tpl?o
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TIME: AM/P ) [)ATE:
'WEATHER: 4 /0
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ti;J6 Of Work; P (S '540 t 4.
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10:24 4973954-
G1/!E CONS ULTANTS, INC.
Gootachnical • Materiails: • Environmen6l
14000 21 st Avenue No.
MirinOaPolis, MN 55447
(763) 559-1859
'Fax (763) 539-0720
tv1ATT BULLOCK ( ',_RAC PAGE 12
STATIC CONE PENETROMETER REP(,,iAT
G . ME PROJECT NO, 10 IS?
.PROJECT AND LOCATION
o rr� R
ARCHITECTORENGINEER
:CONTRACTOR
SOIL BEARING PRESSURE psf. REQUIRED PlFr-CENT COMPACT -ION
.,:G-ENERAL AREA TESTED SLAB FOOTINGS f I UTILITY Trz ENCHES f I PARKING LOT
.'e406, P/f b
Se F I-E L D TEST.'DATA REPORT
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05/20/ 0 4 10:14 4973954
IIATT BULLOCK C' -RAC PAGE 13
666echnical • Materis�ls • Envirownental
5'. e
rnn�,&poii�, MfJ Cro-by, MN
Chicago, IL559-1859 (218)546-8371 (7a) 4341071
'r""t}one!F"8'MN .ana6uilie, WI232s58 (6081 752.805C) V18)23Menomonie, W1423
(715j 235-8844
rjQn of Work:
rstion Base Soil:
of Fill (bnsite,/jn"
DAILY FIELD REPORT
GME Job No,
Job Name
TIME: �- �..,� DATE•
WEATHER:
levation of Baca Soil: �' +•—^
`*tion of Fill Plecerrient: � • + � . 176.
�Slaed Elevepon. �.ae / ,�' / •y """" .
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05/20/2004 10:24 4973954
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MATT BULLOCK C-RAC
PAGE 14
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05/20/20 4 16:24 4973954
M cQNSULTANTS, INC.
Geptechnical + Materials • Environmental
94000 21st Avenue Na.
Minneapolis", MN 55447
[763•j 559-1@59
Fax (763) 559-0720
MATT BULLOCK C_.' 'TRAC
STATIC CONE'PENETROMETER l EN:IRT
PAGE 15
GME PROJECT NO.l I SS
:-: PROJECT AND LOCATION '/4 //r- - P01-I Rj`c/<GLC-
`'.' ARCHITECT OR ENGINEER
`CONTRACTOR /Q, c", Z. L� C
DESIGN SOIL 6EARIfdG'PRESSURE
A5f. REQUIRED
PEF:CENY COMPACTION
-_•GENERAL. AREA TESTED[)d SLAB `( ] FOOTINGS I ] UTILITY 7-F3E] PARKING LOT j I
0CPG fP-4 NCHES (
4-5' FaEi.0 TEST DATA
RPQIRT`
Nill1A)3EFt "TE ELE1�L TEST [:OCA710N SOIL. MCRIPTION
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PAGE .17
DAILY FIELD REPORT
GM CONSuLTAN-TSi INC*.
Geoter-f"cal • Materials • Environmental
14000 21 St Avenue No.
Minneapolis, MN 55447
1760) $52-1259 .
.Fax (763) 552-0720
GME:;Job No. 45�3
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PAGE .21
GME corisu 'VS LTAN 1.1ric."
rG
.
CONSLILTH4G ENGINEERS
14000 21 Ave. .
st No. / Mlnneaj:�,jlis', MN . 5544 7
Phone (763)- 559-1859 Fax
Date:, NCVember 27- 2002
(";'631559' -0720
• Matt Bullock
14239- 11'1121t�11(51
Contracting. Company, Inc.
E'llt Northeast GM
151 1, �MGM Projeot No.:
St- Michol,
IW4
S tv'. -C turilproj ac t. z
Milo- I- Tl
Mr. '.Randy*Marci
X
ftclograd:p'lease 'find
2 copies -of
s `< LOcition Dia�rrm& -
Logs
• Laboratory Compaction Data
X. Reporte,
Field Cbmba.;0ti.on' Data
-Gradati0hTeat 'Data
-
Dynamic Cone
Fenetrcmater Taut Data
Statit COn4'PeuOtrOMOter T4st Data
C46ncr4t$ _te'
bt .Cylinder Reports
-Masonry. Te4it Ri�ports
-Bituminous Test Data
PH-A,/VA Lot :and Block Tabulati-03a
C o*m c pa tion. Summary
OPmiant.Statement
.X Talit pit Log.s:
dOPIES TO;
cbm CONSUL'
ANTS 111TC.
a -A.
ni r Pro *.ec'
W11,LIAM C. KWMIW-. P.E. GRETHOMAS R VENEMA, RE,
GORY R. REUTER, RE PG. MARK D. MILLSOR P WILLIAM E. SLOEMENDAL, PE.
-An Equal OPPorwinitY Employer
- w t ter . k-ropAT-j--y
Lociation:
Albert-yille, MN.
Wf\TAR'\ 10158 Trans L t r#o.cd
TAMMY A. HAkANSON. P.E. .
RYAN r-.'SbHMIDT, RE.
RICHARO W. PENNINGS, P.E.
05/20/20 4 10: 24 4973954
I-4ATT BULLOCK C "RAC
FADE 22
DAILY MELD
REPORT
GME ..Ob No.
��� ,5
•GME ComsuL'TA111TS, 111�C.
GeaLechnical
'
.Materials Unvironmental
14000 215t Avenue No.
Job 11 : me
'�%� ���,
Minneapolis, MN 55447
�...
(783) 559-1859
Locat : n
w.,
Fax.(763) 559.0720
.
TIME: AM/PV /DATE
Weather:�t'
O
.
Subject:
.�
ESSAGE
1
13
SIGNED
DATE
04101
05/20/2004 10: 24
4973954-,-
MATT BULLOCK -RAC PAGE 23
Te a Pit" 0:
Location
Surface Blevation.(-i.f.
-known)
—Wa.--er Depth
Depth (fett
SO:L-1
Description
0 3.
Silt organic hest Result/Sample i;iple No.
71
0
..3 2.8
Dark Brc7wn Salty Clay
IN
2.8
Sandy Clay
Comments: End
of Test
Pit 4
f
k5
I ADB I ADB j JUN-04 I GME Project No. 10744